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TAB E
CLASS II AND AMBIENT AIR QUALITY STANDARDS DISPERSION MODELING REPORT - REVISED
AIR DISPERSION MODELING REPORT CLASS II AND AMBIENT AIR QUALITY STANDARDS (AAQS) ANALYSIS
CAROLINAS CEMENT COMPANY LLC – CASTLE HAYNE PLANT
Prepared for:
Carolinas Cement Company LLC Castle Hayne, North Carolina Plant
PN 050020.0051
Prepared by:
Environmental Quality Management, Inc. Cedar Terrace Office Park, Suite 250 3325 Durham-Chapel Hill Boulevard
Durham, North Carolina 27707
February 25, 2008 (Revised December 19, 2008) (Revised February 25, 2011)
ii
TABLE OF CONTENTS Section Page
Figures ....................................................................................................................................... iv Tables ......................................................................................................................................... v Executive Summary .................................................................................................................. vi
1 Introduction and Analysis Overview ................................................................................. 1 1.1 Introduction ........................................................................................................... 1 1.2 Modeling Overview ............................................................................................... 3 1.3 PSD Baseline and Increment Availability ............................................................. 4
2 Site Description ................................................................................................................. 5
3 Source Identification and Characterization ....................................................................... 9 3.1 Kiln Stack Conditions ......................................................................................... 10 3.2 Proposed CCC Sources ....................................................................................... 12 3.3 Other Off-site Sources ......................................................................................... 37
4 AAQS and Class II Air Quality Modeling Methodology ............................................... 46 4.1 Model Specification ............................................................................................ 46 4.2 Model Selection ................................................................................................... 47 4.3 Source Identification and Location ..................................................................... 48 4.4 Receptor Locations .............................................................................................. 48 4.5 Meteorological Data ............................................................................................ 49 4.6 Model Inputs ........................................................................................................ 52 4.7 Building Downwash ............................................................................................ 54 4.8 Background Concentrations ................................................................................ 55 4.9 Reporting ............................................................................................................. 56
5 Results of the Class II and AAQS Ambient Impact Analysis ......................................... 57 5.1 Significant Impact Analysis ................................................................................ 57 5.2 Increment Consumption Analysis ....................................................................... 63 5.3 AAQS Analysis ................................................................................................... 63 5.3.1 PM10 Cause and Contribute Analysis .................................................... 65 5.3.2 NO2 Cause and Contribute Analysis ...................................................... 70 5.4 Toxic Air Pollutants ............................................................................................ 71 5.5 Additional Impacts Analysis ............................................................................... 72 5.5.1 Soils and Vegetation .............................................................................. 72 5.5.2 Growth Impacts ...................................................................................... 74 5.5.3 Visibility ................................................................................................ 74
iii
TABLE OF CONTENTS (continued) Appendix Page
A 20D Analysis/Off-site Source Inventory ....................................................................... A-1
B AERSURFACE Run Files ............................................................................................. B-1
C 1-Hour NO2 Tier III Modeling Protocol ....................................................................... C-1
D Structure Dimensions .................................................................................................... D-1
E Significant Impact Areas ................................................................................................ E-1
F 1-Hour NO2 Cause and Contribute Output ..................................................................... F-1
G VISCREEN Printouts .................................................................................................... G-1
H Detailed Soils and Vegetation Analysis (submitted separately) ................................... H-1
iv
FIGURES
Number Page
1 General Location of Carolinas Cement, Castle Hayne Plant ............................................ 2
2 Existing Aerial of Plant Layout ......................................................................................... 6
3 Detailed Site Plan of Carolinas Cement Proposed Facility ............................................... 7
4 Structure Identification ...................................................................................................... 8
5 Overall Receptor Grid for Air Quality Modeling Analysis ............................................. 50
6 Near Field Receptor Grid Used for the Air Quality Modeling Analysis ........................ 51
7 Layout of Selected Distances Considered in the VISCREEN Analysis ......................... 76
v
TABLES
Number Page
1 Kiln Stack Condition Parameters .................................................................................... 11
2 Kiln Stack Determinative Analysis Results .................................................................... 11
3 CCC Point Source Parameters ......................................................................................... 13
4 CCC Fugitive Source Characteristics .............................................................................. 16
5 CCC Area Source Characteristics ................................................................................... 36
6 Off-site Sources Included in PM10 Cumulative Modeling .............................................. 38
7 Off-site Sources Included in NO2 Cumulative Modeling1 .............................................. 39
8 Options Selected in the Modeling Analysis .................................................................... 53
9 Provided Background Concentrations ............................................................................. 56
10 Summary of Sulfur Dioxide Significant Impacts ............................................................ 58
11 Summary of Carbon Monoxide Significant Impacts ....................................................... 59
12 Summary of Nitrogen Dioxide Significant Impacts ........................................................ 60
13 Summary of PM10 Significant Impacts ........................................................................... 61
14 Summary of PM2.5 Significant Impacts ........................................................................... 62
15 PM10 PSD Increment Consumption - Summary .............................................................. 64
16 PM10 Cumulative AAQS Impact Analysis - Summary ................................................... 66
17 PM10 Source Contribution to Potential Exceedance ....................................................... 67
18 PM2.5 AAQS Impact Analysis - Summary ...................................................................... 68
19 TSP AAQS Impact Analysis - Summary ........................................................................ 68
20 NO2 Cumulative AAQS Impact Analysis - Summary .................................................... 69
21 Lead AAQS Impact Analysis - Summary ....................................................................... 69
22 NO2 Cause and Contribute Example Output ................................................................... 71
23 Toxic Air PollutantCompliance Demonstration .............................................................. 73
vi
EXECUTIVE SUMMARY
This document provides the dispersion modeling analysis required as part of the
Prevention of Significant Deterioration (PSD) submittal for the proposed Carolinas Cement
Company LLC (CCC) plant located near Castle Hayne, North Carolina. CCC is proposing the
construction of a new Portland cement manufacturing plant. This document includes an
evaluation of the Class II area Significant Impact Levels (SIL) and associated Significant Impact
Area (SIA), Class II area PSD increment consumption, impact on the State and National
Ambient Air Quality Standards (AAQS) in the Class II area, and other additional impacts.
Dispersion modeling was performed for pollutant emissions from the proposed new sources at
CCC and compared to ambient air levels specified by all applicable regulatory requirements.
The Class II analysis used the AMS/EPA Regulatory Model (AERMOD), along with all
appropriate meteorological, receptor, and regulatory options. Both stack and fugitive emissions
were included in the SIL, PSD, and AAQS analyses. Toxic air pollutant (TAP) emissions were
also considered as were additional impacts analysis considering plant and soils impacts and
growth in the area since August 1977.
The SIA analysis exceeded the SILs only for PM10, PM2.5 and nitrogen dioxide (NO2);
thus additional modeling was performed for Class II area PSD increment and AAQS analyses for
these pollutants. Pursuant to North Carolina’s modeling guidance, an analysis of CCC emissions
only to demonstrate compliance with the State’s total suspended particulate (TSP) standard was
also conducted. Building downwash was included in the modeling. Terrain in the area is flat to
gently rolling and thus, not a significant concern. Nonetheless, elevations for all source,
building, and receptor locations were included in the analysis.
Other existing sources in the region out to a distance of 50 km were considered in terms
of their combined impacts for the AAQS and PSD increment analysis. A 20D analysis was
conducted on the inventory of PM10 and nitrogen oxides (NOX) sources obtained from the North
Carolina Department of Environment and Natural Resources (DENR), with those not screening
vii
out being included in the modeling. A full Class I impact analysis using the CALPUFF
modeling methodology is presented in a separate document dated Dec 19, 2008.
Based on this dispersion modeling analysis, the ambient air impacts of the project were
estimated to be less than all applicable standards and guidelines issued by DENR and the U.S.
Environmental Protection Agency (EPA) for the Class II area. All input, output, and
intermediate files used in the modeling are provided to DENR in an electronic format.
1
SECTION 1
INTRODUCTION AND ANALYSIS OVERVIEW
1.1 Introduction
CCC is submitting a revised air permit application to construct a modern 6000 ton per
day (clinker) Portland cement manufacturing plant at the site of its existing cement terminal near
Castle Hayne, North Carolina. A more detailed description of the project is presented in the
Regulatory Analysis Report section (Tab A) of this application. Figure 1 provides a general
location of the proposed plant location. The project emissions triggered requirements under the
PSD rules at 15A NCAC 02D.0530 for the following pollutants: PM10, PM2.5, sulfur dioxide
(SO2), NOx, carbon monoxide (CO), and volatile organic compounds (VOC). The project
emissions will also trigger requirements under 15A NCAC 2Q.0700 regarding toxic air
pollutants (TAPs).
This document provides the dispersion modeling analysis performed under the above
regulatory programs. This included analysis of compliance with the State and National AAQS,
Class II PSD Increments, and TAP ambient guideline concentrations.
2
Figure 1. General Location of Carolinas Cement, Castle Hayne Plant
3
1.2 Modeling Overview
This section provides an overview of the dispersion modeling analysis that was followed
to perform the Class II and AAQS air quality impact assessments in support of the permit
application. This analysis addresses the methodologies and models that were used to assess the
SIA for each criteria pollutant, the PSD increment consumption due to all PSD increment
consuming sources for any pollutants that exceed the applicable SIL, the overall impacts on the
AAQS (including other sources in the area, e.g., 20D sources) for any pollutants that exceed the
applicable SIL, and additional air impacts. A summary of the dispersion modeling performed is
as follows:
• Used AERMET to generate a five year meteorological data set for the AERMOD modeling. This process was performed by DENR as part of their available meteorological datasets.
• Used the American Meteorological Society/Environmental Protection Agency
(AMS/EPA) Regulatory Model (AERMOD - Version 09292 - used the BeeLine software called BEEST - Version 9.83) including terrain in the model using 1 arc second National Elevation Datasets (NED) as well as building downwash.
• Used the Building Profile Input Program for PRIME (BPIPPRM) model for all downwash calculations (latest version is included in the BEEST software).
• Performed AERMOD modeling to determine the SIA, for all proposed sources for each
applicable criteria pollutant; for those pollutants where no significant impacts occur at or beyond the plant fence line, no further modeling analysis was required for that pollutant.
• For any SIL that was exceeded beyond the fence line, additional modeling was performed
using AERMOD for PSD increment concentration impacts and AAQS analysis. This included other sources of that pollutant located within the SIA, other sources within approximately 50 km that have emissions greater than the 20D distance, and background concentrations supplied by DENR.
• Used the AERMOD Model and similar procedures to those used for the criteria
pollutants to model TAPs as appropriate.
• Included all modeling elements as applicable and discussed with DENR at the pre-application meeting held July 25, 2007 and subsequent correspondence/meetings with DENR staff.
• Followed modeling guidance as listed below: o Revision to the Guideline on Air Quality Models, FR Volume 70, No. 216, 68218,
November 9, 2005.
4
o North Carolina PSD Modeling Guidance from DENR (September 2010), o Guidelines for Evaluating the Air Quality Impacts of Toxic Pollutants in North
Carolina from DENR (December 2009). o Quarry Guidance for Refined Modeling from DENR. o Guidance Concerning the Implementation of the 1-hour NO2 NAAQS for the
Prevention of Significant Deterioration Program, Memorandum from Stephen D. Page, US EPA, June 29, 2010.
o Applicability of Appendix W Modeling Guidance for the 1-hour NO2 National Ambient Air Quality Standard, Memorandum from Tyler Fox, US EPA, June 28, 2010.
1.3 PSD Baseline and Increment Availability
The baseline date in an area is defined as the date at the time of the first PSD permit
application in the area. Baseline dates must be defined for each pollutant that consumes PSD
increments. The area in question is that area designated as attainment or unclassifiable in the
area surrounding the CCC plant in which the source would exceed the SIL. The baseline dates
for this area were established previously for PM10 (December 14, 1979) and for NO2 (December
26, 1991). All applicable nearby sources as supplied by DENR were included in the cumulative
PSD increment consumption analysis for the area around the CCC facility.
Because existing monitoring is located in the nearby area and counties, it was requested
that preconstruction monitoring not be required at the discretionary authority exercised by
DENR. All background air concentrations were provided by monitors in the DENR monitoring
network.
5
SECTION 2
SITE DESCRIPTION
Figure 2 presents an aerial view of the site including existing roads and plant buildings.
The buildings currently located on this site were from the previously active Ideal Cement
facility. CCC currently utilizes some of the silos on site for storage and truck/rail loadout
operations as part of their permitted cement terminal operations. The proposed facility will be
newly constructed equipment and structures. The existing structures may be reused where
feasible. Figure 3 provides a detailed site plan of the proposed facility. Figure 4 provides a view
of the structures to be located on the facility property and their identification as used within the
modeling demonstration.
The geographical setting around the plant is flat to gently rolling with very few
significant elevated terrain features. The Northeast Cape Fear River borders the site to the north.
It joins the Cape Fear River southwest of the site and flows toward Wilmington to the south.
The river valley does not create much of a terrain change from the surrounding topography.
Most terrain within 10 kilometers of the site is at elevations similar to the plant. The area is
characterized by small farms, small businesses, pine forests, and sparsely populated rural
residential areas. The town of Castle Hayne lies less than three miles to the southwest and has a
population of less than 1200.
6
Figure 2. Existing Aerial of Plant Layout
7
Figure 3. Detailed Site Plan of Carolinas Cement Proposed Facility
8
Figure 4. Structure Identification
9
SECTION 3
SOURCE IDENTIFICATION AND CHARACTERIZATION
All proposed sources are described in detail in the application for the PSD Permit. New
sources will consist of a full cement production operation including a quarry, raw material
blending operations, a preheater/precalciner kiln with in-line raw mill, clinker cooler, clinker
handling and storage, finish mill, and cement storage and loadout operations. Emission increases
will occur due to the construction of the new cement manufacturing operations. These increases
were considered in the SIA and PSD increment analyses. In addition to all CCC sources being
considered in the AAQS analysis, all off site sources within the applicable SIA for each
applicable pollutant, and those sources within 50 km outside the SIA of the facility using the
20D analysis were also included. In the 20D analysis individual source allowable or potential
emissions in tons per year were compared to 20 times the distance between each facility and
CCC. In this fashion, small and/or distant sources with insignificant air impacts were not
considered further and larger sources were included in all PSD increment and AAQS analyses as
appropriate. Further discussion of the off-site sources and the 20D analysis will be presented
later in this report.
Each source at CCC (whether characterized as a point, area, or volume) was assigned a
unique alphanumeric name in the modeling generally related to the source identification in the
CCC PSD application or some descriptive name. Specific inputs in terms of location, source
characteristics, source types, pollutants, emission rates, etc., were fully characterized as per the
proposed facility design. Roadway, storage pile, loadout, material transfer, and similar fugitive
sources were also characterized over the entire facility. Off-site source information, obtained
from DENR files, was also considered as part of this analysis. Each off-site source included as
part of PSD and AAQS analysis, following the 20D screening was also uniquely identified.
10
3.1 Kiln Stack Conditions
There are two different kiln operating conditions that determine the exhaust flow
conditions at the main stack. Normally the preheater/precalciner kiln and raw mill are operated
together with kiln gasses passing through the in-line raw mill (contacting and heating the raw
material as it is ground) before exiting the baghouse, scrubber, and main stack. The kiln system
is operated with the “mill on” condition approximately 80 percent of the time.
When the raw mill is not operating (“mill off” condition, approximately 20 percent of the
time), kiln system exhaust gasses bypass the raw mill and are directed through the baghouse,
scrubber, and main stack. This is a short-term condition that normally occurs only a few hours at
a time because the raw mill must operate to produce kiln feed (once the feed is depleted from
storage, the kiln must shut down). The stack gas exhaust temperature is slightly higher during
this condition because heat is not being transferred to the raw material. The effect of the
scrubber is to reduce exhaust gas temperatures during both operating conditions. The actual
stack exhaust flow rate is slightly lower during the mill off condition.
Stack emission rates for most pollutants are not affected by the two different kiln
operating conditions. However, higher SO2 emissions generally occur with the mill off
condition because SO2 is absorbed in the raw mill, only when it is operating. Although
variations in SO2 emission rates are expected, these effects are minimized by operation of the
wet scrubber to reduce SO2.
As a result of the varied conditions for the kiln stack, it was necessary to determine
which condition would yield a most conservative modeling analysis for the different averaging
periods required. In an effort to make this determination two AERMOD modeling runs were run
for each of the main kiln stack conditions (mill on conditions and mill off conditions). Table 1
shows the two conditions analyzed for the kiln stack. This analysis was made for both long-term
and short-term averaging conditions, considered building downwash effects, and included the
full receptor grid as established for the remaining modeling demonstrations. Table 2 summarizes
the results of this main kiln stack analysis using a unity (1 lb/hr) emission rate for determining
the most conservative conditions for modeling purposes.
11
TABLE 1. KILN STACK CONDITION PARAMETERS
Source Identification
in Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18)
Base Elevation
(m)
Stack Height
(m)
Stack Gas Temperature
(K)
Easting (m)
Northing (m)
Stack Gas Exit Velocity
(m/s)
Stack Diameter
(m)
E44 Main Stack – Mill On 238541.85 3807337.79 5.45 150 328.15 22.93 4.25
E44 Main Stack – Mill Off 238541.85 3807337.79 5.45 150 332.59 19.47 4.25
TABLE 2. KILN STACK DETERMINATIVE ANALYSIS RESULTS
Highest Modeled Concentration (μg/m3)a
Kiln Stack Condition Modeled Averaging Period
1-hour 3-hour 8-hour 24-hour Annual
Mill On Condition 0.06479 0.05062 0.03878 0.01888 0.00205
Mill Off Condition 0.06623 0.05249 0.03998 0.01962 0.00214
aUsing a 1 lb/hr emission rate.
12
As illustrated in Table 2 the most conservative approach is to model using the maximum
emission rates for all applicable pollutants and the mill off stack exhaust conditions as the worst-
case operating scenario.
3.2 Proposed CCC Sources
Table 3 presents a complete set of stack, baghouse, and other point sources and their
related identifiers along with all associated stack parameters, and coordinates for all proposed
stacks. Tables 4 and 5 present the source characteristics for the fugitive emission sources that
will be included in the proposed project. These sources include roadways, storage piles,
conveyors, crushers, and other material transfer operations (process-related fugitive sources).
Emission estimates for the CCC facility are presented in Tab C of this permit application.
These emissions represent the potential short-term and long-term scenarios of operation and
thus, will give representative potential air impacts for both the short-term and annual air quality
analyses. All coordinates for the sources (as well as all coordinates for other sources, fence
lines, and receptors around the plant) are referenced to the Universal Transverse Mercator
(UTM) NAD27 format (Zone 18).
It should be noted that emission rates of PM and PM10 have been further reduced from
miscellaneous baghouses at CCC (excluding the kiln, clinker cooler, and coal mill systems). The
modeling results in this report for PM, PM10 and PM2.5 are based on emissions from the
miscellaneous baghouses at grain loadings of 0.01 / 0.0084 / 0.0045 gr/dscf for PM / PM10 /
PM2.5, respectively. Tab C, as revised of February 18, 2011, estimates emissions from these
sources at grain loadings of 0.005 / 0.005 / 0.0045 gr/dscf for PM / PM10 / PM2.5, respectively.
As demonstrated in Section 5 of this report, all air quality constraints for the various PM
fractions were met at the higher emission rates and thus it is not necessary to re-model PM at the
lower emission rates.
13
TABLE 3. CCC POINT SOURCE PARAMETERS
Source Identification
in Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Stack Height
(ft)
Stack Gas Temperature
(oF)
Stack Gas Exit Velocity
(ft/s)
Stack Diameter
(ft) Easting
(m) Northing
(m)
E5 Raw mill feed bin 238570.28 3807560.65 3.97 115 77 0.03 1.00
E6 Raw mill feed transport 238570.02 3807567.85 3.87 115 77 0.03 1.00
E7 Raw mill feed 238569.20 3807424.48 5.37 115 77 57.30 2.00
E8 Raw mill reject 238564.77 3807423.10 5.39 135 90 62.07 2.00
E9 Kiln dust bin 238537.01 3807372.95 5.46 125 302 0.03 1.00
E10 Raw meal transport to silo 238532.59 3807383.87 5.48 59 150 0.03 1.00
E11 Raw meal silo 238525.34 3807386.97 5.52 243 150 0.03 1.00
E12 Raw meal silo extraction 238519.47 3807374.92 5.56 49 150 0.03 1.00
E13 Kiln feed 238523.07 3807361.33 5.51 377 150 0.03 1.00
E44 Main Stack 238541.85 3807337.79 5.45 492 139 63.89 13.94
E1 Coal rail unloading 238677.06 3807398.09 5.61 25 77 52.20 1.50
E2 Coal unloading by truck 238840.40 3807431.19 3.99 32 77 52.20 1.50
E3 Coal transport to storage 238804.35 3807473.90 4.21 28 77 52.26 1.67
E4 Coal transport from storage 238790.58 3807440.14 5.11 31 77 52.26 1.67
E14 Coal mill feed bin 238569.40 3807310.52 5.54 135 90 0.03 1.00
E15 Coal mill feed bin 238569.66 3807301.93 5.57 135 90 0.03 1.00
E16 Coal mill feed transport 238570.50 3807323.86 5.49 135 90 50.56 1.60
14
Source Identification
in Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Stack Height
(ft)
Stack Gas Temperature
(oF)
Stack Gas Exit Velocity
(ft/s)
Stack Diameter
(ft) Easting
(m) Northing
(m)
E17 Fine coal bin 238555.90 3807304.12 5.58 66 140 0.03 1.00
E18 Fine coal bin 238553.81 3807312.12 5.54 66 140 0.03 1.00
E19 Clinker discharge from cooler 238518.40 3807253.22 5.44 52 257 62.47 1.25
E20 Clinker dome 238444.44 3807249.78 5.87 184 257 0.03 1.00
E21 Off-spec bin 238419.93 3807234.36 6.30 167 257 0.03 1.00
E22 Cement mill feed bin 238397.28 3807256.93 6.09 90 156 52.10 2.00
E23 Cement mill feed bin 238397.28 3807256.93 6.09 90 156 46.84 2.00
E46 Cement additive bin 238384.14 3807256.57 6.36 90 156 45.37 1.50
E47 Cement additive intake 238391.25 3807318.78 6.75 80 77 56.17 2.00
E24 Cement mill feed 238328.71 3807254.86 6.63 130 156 44.30 1.50
E25 Cement mill recirculation bin 238307.96 3807254.24 6.74 66 212 57.70 1.00
E26 Cement mill reject 238309.93 3807254.00 6.72 105 212 49.63 1.50
E27 Cement transport 238339.72 3807257.74 6.65 46 212 45.71 1.00
E28 Cement mill feed 238321.40 3807221.90 6.93 105 178 52.63 1.50
E29 Cement mill recirculation bin 238308.79 3807241.25 6.62 66 212 57.70 1.00
E30 Cement mill reject 238302.37 3807224.50 6.90 105 212 49.63 1.50
E31 Cement transport 238328.01 3807227.24 6.72 46 212 45.71 1.00
15
Source Identification
in Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Stack Height
(ft)
Stack Gas Temperature
(oF)
Stack Gas Exit Velocity
(ft/s)
Stack Diameter
(ft) Easting
(m) Northing
(m)
E45 Cement mill stack 238341.84 3807248.77 6.56 150 210 61.83 6.56
E32 Cement dome 238447.78 3807187.32 7.09 144 212 63.45 3.00
E33 Cement dome extraction rail 238445.21 3807195.87 6.90 28 212 67.91 0.75
E34 Cement dome extraction truck 238456.04 3807191.50 6.88 28 212 67.91 0.75
E40 Cement silo 238291.20 3807522.63 6.32 223 212 0.03 1.00
E41 Cement silo extration 238291.31 3807521.49 6.36 207 212 47.95 0.75
E42 Cement transport 238272.86 3807521.95 6.48 40 212 54.71 1.00
E43 Packing plant 238266.14 3807519.72 6.55 56 212 51.39 1.75
ES-4 Cement silo 238303.51 3807302.51 7.10 80 68 0.03 1.00
ES-R33 Screw conv/truck loadout 238282.06 3807327.33 6.68 24 68 31.83 1.00
16
TABLE 4. CCC FUGITIVE SOURCE CHARACTERISTICS
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
FQ1 Marl Quarry Primary Crusher 241301.96 3807171.03 1.46 15 10 6.98
FQ2 Mining Conveyor 1 Transfer 240036.29 3807707.79 2.11 10 15 4.65
FQ3 Spoils Primary Crusher 239427.67 3806815.74 0.00 15 10 6.98
FQ4 Spoils Conveyor 3 Transfer 239346.23 3806875.73 0.01 15 5 6.98
FQ5 Radial Stacker Transfer 239446.07 3807006.90 0.00 15 5 6.98
FQ6 Stacker to Pile 239580.30 3806982.65 0.00 50 5 23.26
FQ7 Spoils Conveyor 1 Transfer 238903.54 3807166.29 8.93 15 5 6.98
FQ8 Secondary Crusher 238881.92 3807485.69 2.97 15 10 6.98
F1 Additive Hopper and Conveyor 238840.15 3807434.39 4.03 15 10 6.98
F2 Enclosed Hopper w/Dust Suppression 238674.15 3807404.37 5.56 15 10 6.98
F3PB1 Marl Building Emissions 238728.29 3807640.36 3.35 40 135 18.60
F4 Belt Conveyor Transfer 238660.99 3807767.38 1.11 15 5 6.98
F5 Belt Conveyor Transfer 238623.26 3807741.30 2.45 15 5 6.98
F6 Belt Conveyor Transfer 238563.62 3807709.25 3.69 15 5 6.98
F7 Belt Conveyor Transfer 238565.82 3807707.01 3.92 15 5 6.98
F7A Conveyor to Silo 238569.76 3807570.28 3.85 105 5 48.84
F7B Silo to Enclosed Belt 238569.76 3807570.28 3.85 10 5 4.65
F7C Conveyor to Silo 238569.76 3807570.28 3.85 105 5 48.84
17
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
F7D Silo to Enclosed Belt 238569.76 3807570.28 3.85 10.00 5.00 4.65
F8 Gypsum-Limestone building transfers 238358.31 3807333.25 7.17 20.00 45.00 9.30
M1b LS/Marl Loading 241245.60 3806669.62 1.84 10.00 50.00 4.65
M2 Spoils/Other Loading 239692.70 3807416.78 0.00 10.00 15.00 4.65
M3 Overburden Loading 240698.63 3806851.57 4.03 10.00 15.00 4.65
M4 Overburden Unloading 240511.88 3806929.44 2.11 5.00 15.00 2.33
PR1_1 South entrance 238510.73 3807176.21 7.04 13.12 16.13 12.20
PR1_2 South entrance 238513.83 3807165.99 7.37 13.12 16.13 12.20
PR1_3 South entrance 238516.93 3807155.78 7.73 13.12 16.13 12.20
PR1_4 South entrance 238520.04 3807145.57 8.07 13.12 16.13 12.20
PR1_5 South entrance 238523.14 3807135.36 8.34 13.12 16.13 12.20
PR1_6 South entrance 238526.24 3807125.15 8.56 13.12 16.13 12.20
PR1_7 South entrance 238529.34 3807114.94 8.82 13.12 16.13 12.20
PR1_8 South entrance 238532.44 3807104.73 9.06 13.12 16.13 12.20
PR1_9 South entrance 238533.88 3807094.43 9.27 13.12 16.13 12.20
PR1_10 South entrance 238528.4 3807083.74 9.54 13.12 16.13 12.20
PR1_11 South entrance 238522.92 3807073.05 9.99 13.12 16.13 12.20
PR1_12 South entrance 238517.44 3807062.36 10.38 13.12 16.13 12.20
PR1_13 South entrance 238511.96 3807051.67 10.34 13.12 16.13 12.20
18
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
PR1_14 South entrance 238506.48 3807040.98 9.55 13.12 16.13 12.20
PR1_15 South entrance 238501 3807030.28 8.71 13.12 16.13 12.20
PR1_16 South entrance 238495.51 3807019.59 8.06 13.12 16.13 12.20
PR1_17 South entrance 238490.03 3807008.9 8.02 13.12 16.13 12.20
PR1_18 South entrance 238484.55 3806998.21 8.23 13.12 16.13 12.20
PR2_1 Additives truck route 238513.71 3807190.72 6.66 13.12 16.13 12.20
PR2_2 Additives truck route 238524.19 3807191.06 6.66 13.12 16.13 12.20
PR2_3 Additives truck route 238635.79 3807169.09 6.81 13.12 16.13 12.20
PR2_4 Additives truck route 238625.8 3807172.19 6.88 13.12 16.13 12.20
PR2_5 Additives truck route 238615.81 3807175.29 6.80 13.12 16.13 12.20
PR2_6 Additives truck route 238605.82 3807178.39 6.61 13.12 16.13 12.20
PR2_7 Additives truck route 238595.83 3807181.49 6.47 13.12 16.13 12.20
PR2_8 Additives truck route 238585.84 3807184.59 6.50 13.12 16.13 12.20
PR2_9 Additives truck route 238575.85 3807187.69 6.55 13.12 16.13 12.20
PR2_10 Additives truck route 238565.86 3807190.8 6.56 13.12 16.13 12.20
PR2_11 Additives truck route 238555.62 3807192.08 6.59 13.12 16.13 12.20
PR2_12 Additives truck route 238545.14 3807191.74 6.64 13.12 16.13 12.20
PR2_13 Additives truck route 238534.66 3807191.4 6.65 13.12 16.13 12.20
PR2_14 Additives truck route 238805.13 3807116.54 4.20 13.12 16.13 12.20
19
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
PR2_15 Additives truck route 238795.62 3807119.49 4.63 13.12 16.13 12.20
PR2_16 Additives truck route 238785.63 3807122.59 4.85 13.12 16.13 12.20
PR2_17 Additives truck route 238775.64 3807125.69 5.04 13.12 16.13 12.20
PR2_18 Additives truck route 238765.65 3807128.79 5.59 13.12 16.13 12.20
PR2_19 Additives truck route 238755.66 3807131.89 6.12 13.12 16.13 12.20
PR2_20 Additives truck route 238745.67 3807134.99 6.18 13.12 16.13 12.20
PR2_21 Additives truck route 238735.68 3807138.09 5.85 13.12 16.13 12.20
PR2_22 Additives truck route 238725.69 3807141.19 5.45 13.12 16.13 12.20
PR2_23 Additives truck route 238715.7 3807144.29 4.47 13.12 16.13 12.20
PR2_24 Additives truck route 238705.71 3807147.39 3.67 13.12 16.13 12.20
PR2_25 Additives truck route 238695.73 3807150.49 4.19 13.12 16.13 12.20
PR2_26 Additives truck route 238685.74 3807153.59 5.24 13.12 16.13 12.20
PR2_27 Additives truck route 238675.75 3807156.69 5.94 13.12 16.13 12.20
PR2_28 Additives truck route 238665.76 3807159.79 5.98 13.12 16.13 12.20
PR2_29 Additives truck route 238655.77 3807162.89 6.11 13.12 16.13 12.20
PR2_30 Additives truck route 238645.78 3807165.99 6.44 13.12 16.13 12.20
PR2_31 Additives truck route 238815.6 3807113.29 3.33 13.12 16.13 12.20
PR2_32 Additives truck route 238821.66 3807115.75 4.11 13.12 16.13 12.20
PR2_33 Additives truck route 238789.93 3807397.98 4.66 13.12 16.13 12.20
20
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
PR2_34 Additives truck route 238795.05 3807388.86 4.18 13.12 16.13 12.20
PR2_35 Additives truck route 238800.16 3807379.73 3.73 13.12 16.13 12.20
PR2_36 Additives truck route 238805.27 3807370.61 3.53 13.12 16.13 12.20
PR2_37 Additives truck route 238810.39 3807361.48 3.37 13.12 16.13 12.20
PR2_38 Additives truck route 238815.5 3807352.36 3.35 13.12 16.13 12.20
PR2_39 Additives truck route 238820.61 3807343.24 3.40 13.12 16.13 12.20
PR2_40 Additives truck route 238825.73 3807334.11 3.37 13.12 16.13 12.20
PR2_41 Additives truck route 238829.96 3807324.78 3.18 13.12 16.13 12.20
PR2_42 Additives truck route 238829.54 3807314.32 3.23 13.12 16.13 12.20
PR2_43 Additives truck route 238829.13 3807303.87 3.36 13.12 16.13 12.20
PR2_44 Additives truck route 238828.71 3807293.42 3.48 13.12 16.13 12.20
PR2_45 Additives truck route 238828.3 3807282.97 3.47 13.12 16.13 12.20
PR2_46 Additives truck route 238827.88 3807272.52 3.24 13.12 16.13 12.20
PR2_47 Additives truck route 238827.47 3807262.07 3.01 13.12 16.13 12.20
PR2_48 Additives truck route 238827.05 3807251.62 3.56 13.12 16.13 12.20
PR2_49 Additives truck route 238826.64 3807241.17 5.20 13.12 16.13 12.20
PR2_50 Additives truck route 238826.22 3807230.71 6.84 13.12 16.13 12.20
PR2_51 Additives truck route 238825.81 3807220.26 8.23 13.12 16.13 12.20
PR2_52 Additives truck route 238825.39 3807209.81 9.33 13.12 16.13 12.20
21
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
PR2_53 Additives truck route 238824.98 3807199.36 10.44 13.12 16.13 12.20
PR2_54 Additives truck route 238824.56 3807188.91 10.96 13.12 16.13 12.20
PR2_55 Additives truck route 238824.15 3807178.46 10.96 13.12 16.13 12.20
PR2_56 Additives truck route 238823.73 3807168.01 10.95 13.12 16.13 12.20
PR2_57 Additives truck route 238823.32 3807157.56 10.59 13.12 16.13 12.20
PR2_58 Additives truck route 238822.9 3807147.1 9.96 13.12 16.13 12.20
PR2_59 Additives truck route 238822.49 3807136.65 9.32 13.12 16.13 12.20
PR2_60 Additives truck route 238785.64 3807406.88 5.09 13.12 16.13 12.20
PR2_61 Additives truck route 238822.07 3807126.2 7.18 13.12 16.13 12.20
PR3_1 Entrance connector 238502.46 3807198.7 6.46 13.12 16.13 12.20
PR3_2 Entrance connector 238498.63 3807206.69 6.31 13.12 16.13 12.20
PR3_3 Entrance connector 238494.81 3807214.67 6.22 13.12 16.13 12.20
PR4_1 Gyp truck route 238409.89 3807331.09 6.52 13.12 16.13 12.20
PR4_2 Gyp truck route 238418.14 3807325.06 6.34 13.12 16.13 12.20
PR4_3 Gyp truck route 238420.2 3807315.49 6.25 13.12 16.13 12.20
PR4_4 Gyp truck route 238420.38 3807305.23 6.18 13.12 16.13 12.20
PR4_5 Gyp truck route 238424.11 3807296.32 6.04 13.12 16.13 12.20
PR4_6 Gyp truck route 238431.66 3807288.86 5.81 13.12 16.13 12.20
PR4_7 Gyp truck route 238440.67 3807285.78 5.67 13.12 16.13 12.20
22
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
PR4_8 Gyp truck route 238450.88 3807286.29 5.58 13.12 16.13 12.20
PR4_9 Gyp truck route 238461.09 3807286.8 5.57 13.12 16.13 12.20
PR4_10 Gyp truck route 238471.29 3807287.31 5.57 13.12 16.13 12.20
PR4_11 Gyp truck route 238481.5 3807287.81 5.57 13.12 16.13 12.20
PR4_12 Gyp truck route 238486.78 3807282.89 5.57 13.12 16.13 12.20
PR4_13 Gyp truck route 238487.25 3807272.64 5.53 13.12 16.13 12.20
PR4_14 Gyp truck route 238487.71 3807262.4 5.55 13.12 16.13 12.20
PR4_15 Gyp truck route 238488.17 3807252.16 5.70 13.12 16.13 12.20
PR4_16 Gyp truck route 238488.64 3807241.92 5.84 13.12 16.13 12.20
PR4_17 Gyp truck route 238489.1 3807231.68 5.99 13.12 16.13 12.20
PR5_1 Internal connector 238406.29 3807216.25 6.58 13.12 16.13 12.20
PR5_2 Internal connector 238416.57 3807217.46 6.54 13.12 16.13 12.20
PR5_3 Internal connector 238426.85 3807218.68 6.50 13.12 16.13 12.20
PR5_4 Internal connector 238437.13 3807219.89 6.47 13.12 16.13 12.20
PR5_5 Internal connector 238447.41 3807221.1 6.43 13.12 16.13 12.20
PR5_6 Internal connector 238457.69 3807222.32 6.34 13.12 16.13 12.20
PR5_7 Internal connector 238467.97 3807223.53 6.24 13.12 16.13 12.20
PR5_8 Internal connector 238478.25 3807224.75 6.16 13.12 16.13 12.20
PR6_1 Exit connector 238400.14 3807196.58 6.66 13.12 16.13 12.20
23
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
PR6_2 Exit connector 238396.67 3807205.87 6.67 13.12 16.13 12.20
PR7_1 Cement silo entrance 238492.34 3807191.03 6.65 13.12 16.13 12.20
PR7_2 Cement silo entrance 238482.42 3807190.77 6.65 13.12 16.13 12.20
PR8_1 Cement silo exit 238419.99 3807190.64 6.89 13.12 16.13 12.20
PR8_2 Cement silo exit 238410.07 3807190.37 6.78 13.12 16.13 12.20
PR9_1 South exit 238419.5 3807054.82 7.86 13.12 16.13 12.20
PR9_2 South exit 238421.93 3807064.74 8.03 13.12 16.13 12.20
PR9_3 South exit 238424.37 3807074.66 8.18 13.12 16.13 12.20
PR9_4 South exit 238426.81 3807084.58 8.30 13.12 16.13 12.20
PR9_5 South exit 238428.9 3807094.5 8.35 13.12 16.13 12.20
PR9_6 South exit 238426.18 3807104.34 8.37 13.12 16.13 12.20
PR9_7 South exit 238423.45 3807114.19 8.37 13.12 16.13 12.20
PR9_8 South exit 238420.73 3807124.03 8.24 13.12 16.13 12.20
PR9_9 South exit 238418 3807133.88 8.10 13.12 16.13 12.20
PR9_10 South exit 238415.28 3807143.73 7.97 13.12 16.13 12.20
PR9_11 South exit 238412.56 3807153.57 7.65 13.12 16.13 12.20
PR9_12 South exit 238409.83 3807163.42 7.29 13.12 16.13 12.20
PR9_13 South exit 238407.11 3807173.26 6.88 13.12 16.13 12.20
PR9_14 South exit 238404.38 3807183.11 6.73 13.12 16.13 12.20
24
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
PR10_1 Employee parking 238132.28 3807402.35 6.01 6.56 13.80 6.10
PR10_2 Employee parking 238142.04 3807402.78 5.97 6.56 13.80 6.10
PR10_3 Employee parking 238151.8 3807403.21 5.98 6.56 13.80 6.10
PR10_4 Employee parking 238161.55 3807403.64 6.05 6.56 13.80 6.10
PR10_5 Employee parking 238171.31 3807404.07 6.12 6.56 13.80 6.10
PR10_6 Employee parking 238181.07 3807404.5 6.24 6.56 13.80 6.10
PR10_7 Employee parking 238191.03 3807404.5 6.37 6.56 13.80 6.10
PR11_1 Packing entrance 238236.73 3807496.18 6.31 13.12 16.13 12.20
PR11_2 Packing entrance 238226.89 3807495.74 6.14 13.12 16.13 12.20
PR11_3 Packing entrance 238217.05 3807495.3 6.08 13.12 16.13 12.20
PR11_4 Packing entrance 238207.21 3807494.87 6.04 13.12 16.13 12.20
PR11_5 Packing entrance 238197.37 3807494.43 6.00 13.12 16.13 12.20
PR11_6 Packing entrance 238187.53 3807494 5.96 13.12 16.13 12.20
PR11_7 Packing entrance 238177.69 3807493.56 5.92 13.12 16.13 12.20
PR11_8 Packing entrance 238167.85 3807493.13 5.85 13.12 16.13 12.20
PR11_9 Packing entrance 238158.01 3807492.69 5.75 13.12 16.13 12.20
PR11_10 Packing entrance 238148.16 3807492.26 5.67 13.12 16.13 12.20
PR11_11 Packing entrance 238138.32 3807491.82 5.69 13.12 16.13 12.20
PR11_12 Packing entrance 238128.48 3807491.39 5.71 13.12 16.13 12.20
25
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
PR12_1 Packing exit 238226.21 3807507.9 6.04 13.12 16.13 12.20
PR12_2 Packing exit 238236.05 3807508.33 6.24 13.12 16.13 12.20
PR12_3 Packing exit 238147.48 3807504.41 5.57 13.12 16.13 12.20
PR12_4 Packing exit 238157.32 3807504.85 5.63 13.12 16.13 12.20
PR12_5 Packing exit 238167.16 3807505.28 5.71 13.12 16.13 12.20
PR12_6 Packing exit 238177 3807505.72 5.79 13.12 16.13 12.20
PR12_7 Packing exit 238186.84 3807506.15 5.81 13.12 16.13 12.20
PR12_8 Packing exit 238196.69 3807506.59 5.83 13.12 16.13 12.20
PR12_9 Packing exit 238206.53 3807507.03 5.89 13.12 16.13 12.20
PR12_10 Packing exit 238216.37 3807507.46 5.96 13.12 16.13 12.20
PR12_11 Packing exit 238137.64 3807503.98 5.62 13.12 16.13 12.20
PR12_12 Packing exit 238127.8 3807503.54 5.66 13.12 16.13 12.20
UR1_1 Limestone/Marl haul 241322.55 3807141.31 1.44 16.40 19.06 15.26
UR1_2 Limestone/Marl haul 241322.03 3807128.24 1.38 16.40 19.06 15.26
UR1_3 Limestone/Marl haul 241321.51 3807115.18 1.40 16.40 19.06 15.26
UR1_4 Limestone/Marl haul 241320.99 3807102.12 1.46 16.40 19.06 15.26
UR1_5 Limestone/Marl haul 241320.47 3807089.05 1.53 16.40 19.06 15.26
UR1_6 Limestone/Marl haul 241319.95 3807075.99 1.61 16.40 19.06 15.26
UR1_7 Limestone/Marl haul 241309.64 3807068.83 1.81 16.40 19.06 15.26
26
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR1_8 Limestone/Marl haul 241297.51 3807062.76 1.76 16.40 19.06 15.26
UR1_9 Limestone/Marl haul 241182.76 3806737.83 4.03 16.40 19.06 15.26
UR1_10 Limestone/Marl haul 241285.37 3807056.69 1.62 16.40 19.06 15.26
UR1_11 Limestone/Marl haul 241273.23 3807050.63 1.65 16.40 19.06 15.26
UR1_12 Limestone/Marl haul 241261.09 3807044.56 1.79 16.40 19.06 15.26
UR1_13 Limestone/Marl haul 241248.96 3807038.5 1.86 16.40 19.06 15.26
UR1_14 Limestone/Marl haul 241236.82 3807032.43 1.80 16.40 19.06 15.26
UR1_15 Limestone/Marl haul 241232.46 3807021 1.78 16.40 19.06 15.26
UR1_16 Limestone/Marl haul 241230.2 3807008.13 1.80 16.40 19.06 15.26
UR1_17 Limestone/Marl haul 241227.94 3806995.26 1.81 16.40 19.06 15.26
UR1_18 Limestone/Marl haul 241225.68 3806982.38 1.82 16.40 19.06 15.26
UR1_19 Limestone/Marl haul 241223.43 3806969.51 1.80 16.40 19.06 15.26
UR1_20 Limestone/Marl haul 241221.17 3806956.63 1.63 16.40 19.06 15.26
UR1_21 Limestone/Marl haul 241218.91 3806943.76 1.44 16.40 19.06 15.26
UR1_22 Limestone/Marl haul 241216.65 3806930.89 1.46 16.40 19.06 15.26
UR1_23 Limestone/Marl haul 241214.39 3806918.01 1.50 16.40 19.06 15.26
UR1_24 Limestone/Marl haul 241212.13 3806905.14 1.57 16.40 19.06 15.26
UR1_25 Limestone/Marl haul 241209.87 3806892.26 1.74 16.40 19.06 15.26
UR1_26 Limestone/Marl haul 241207.61 3806879.39 1.93 16.40 19.06 15.26
27
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR1_27 Limestone/Marl haul 241205.35 3806866.52 1.92 16.40 19.06 15.26
UR1_28 Limestone/Marl haul 241203.09 3806853.64 1.90 16.40 19.06 15.26
UR1_29 Limestone/Marl haul 241200.83 3806840.77 1.98 16.40 19.06 15.26
UR1_30 Limestone/Marl haul 241198.57 3806827.89 2.11 16.40 19.06 15.26
UR1_31 Limestone/Marl haul 241196.31 3806815.02 2.31 16.40 19.06 15.26
UR1_32 Limestone/Marl haul 241194.05 3806802.14 2.59 16.40 19.06 15.26
UR1_33 Limestone/Marl haul 241191.79 3806789.27 2.87 16.40 19.06 15.26
UR1_34 Limestone/Marl haul 241189.53 3806776.4 3.38 16.40 19.06 15.26
UR1_35 Limestone/Marl haul 241187.27 3806763.52 3.87 16.40 19.06 15.26
UR1_36 Limestone/Marl haul 241185.01 3806750.65 4.04 16.40 19.06 15.26
UR2_1 Spoils/Other haul 239096.28 3806996.31 1.51 16.40 19.06 15.26
UR2_2 Spoils/Other haul 239106.65 3806988.96 2.04 16.40 19.06 15.26
UR2_3 Spoils/Other haul 239117.03 3806981.61 1.72 16.40 19.06 15.26
UR2_4 Spoils/Other haul 239127.4 3806974.27 1.63 16.40 19.06 15.26
UR2_5 Spoils/Other haul 239137.77 3806966.92 1.44 16.40 19.06 15.26
UR2_6 Spoils/Other haul 239148.15 3806959.57 1.03 16.40 19.06 15.26
UR2_7 Spoils/Other haul 239158.52 3806952.23 0.65 16.40 19.06 15.26
UR2_8 Spoils/Other haul 239168.9 3806944.88 0.43 16.40 19.06 15.26
UR2_9 Spoils/Other haul 239179.27 3806937.53 0.48 16.40 19.06 15.26
28
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR2_10 Spoils/Other haul 239189.65 3806930.19 0.28 16.40 19.06 15.26
UR2_11 Spoils/Other haul 239200.02 3806922.84 0.08 16.40 19.06 15.26
UR2_12 Spoils/Other haul 239210.4 3806915.49 0.00 16.40 19.06 15.26
UR2_13 Spoils/Other haul 239220.77 3806908.15 0.00 16.40 19.06 15.26
UR2_14 Spoils/Other haul 239231.15 3806900.8 0.00 16.40 19.06 15.26
UR2_15 Spoils/Other haul 239241.52 3806893.45 0.00 16.40 19.06 15.26
UR2_16 Spoils/Other haul 239251.89 3806886.11 0.00 16.40 19.06 15.26
UR2_17 Spoils/Other haul 239262.27 3806878.76 0.00 16.40 19.06 15.26
UR2_18 Spoils/Other haul 239272.64 3806871.41 0.00 16.40 19.06 15.26
UR2_19 Spoils/Other haul 239283.02 3806864.07 0.00 16.40 19.06 15.26
UR2_20 Spoils/Other haul 239293.39 3806856.72 0.00 16.40 19.06 15.26
UR2_21 Spoils/Other haul 239303.77 3806849.37 0.00 16.40 19.06 15.26
UR2_22 Spoils/Other haul 239314.14 3806842.03 0.00 16.40 19.06 15.26
UR2_23 Spoils/Other haul 239324.52 3806834.68 0.00 16.40 19.06 15.26
UR2_24 Spoils/Other haul 239334.89 3806827.34 0.00 16.40 19.06 15.26
UR2_25 Spoils/Other haul 239345.26 3806819.99 0.00 16.40 19.06 15.26
UR2_26 Spoils/Other haul 239355.64 3806812.64 0.00 16.40 19.06 15.26
UR2_27 Spoils/Other haul 239366.01 3806805.3 0.00 16.40 19.06 15.26
UR2_28 Spoils/Other haul 239376.39 3806797.95 0.00 16.40 19.06 15.26
29
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR2_29 Spoils/Other haul 239386.76 3806790.6 0.00 16.40 19.06 15.26
UR2_30 Spoils/Other haul 239397.14 3806783.26 0.00 16.40 19.06 15.26
UR2_31 Spoils/Other haul 239407.51 3806775.91 0.00 16.40 19.06 15.26
UR2_32 Spoils/Other haul 239417.89 3806768.56 0.00 16.40 19.06 15.26
UR2_33 Spoils/Other haul 239428 3806760.83 0.00 16.40 19.06 15.26
UR2_34 Spoils/Other haul 239245.48 3807261.35 0.00 16.40 19.06 15.26
UR2_35 Spoils/Other haul 239238.17 3807249.8 0.00 16.40 19.06 15.26
UR2_36 Spoils/Other haul 239230.86 3807238.25 0.00 16.40 19.06 15.26
UR2_37 Spoils/Other haul 239223.55 3807226.7 0.00 16.40 19.06 15.26
UR2_38 Spoils/Other haul 239216.24 3807215.16 0.00 16.40 19.06 15.26
UR2_39 Spoils/Other haul 239208.92 3807203.61 0.00 16.40 19.06 15.26
UR2_40 Spoils/Other haul 239201.61 3807192.06 0.00 16.40 19.06 15.26
UR2_41 Spoils/Other haul 239194.3 3807180.51 0.00 16.40 19.06 15.26
UR2_42 Spoils/Other haul 239186.99 3807168.97 0.00 16.40 19.06 15.26
UR2_43 Spoils/Other haul 239179.68 3807157.42 0.00 16.40 19.06 15.26
UR2_44 Spoils/Other haul 239172.37 3807145.87 0.00 16.40 19.06 15.26
UR2_45 Spoils/Other haul 239165.06 3807134.32 0.00 16.40 19.06 15.26
UR2_46 Spoils/Other haul 239157.75 3807122.78 0.00 16.40 19.06 15.26
UR2_47 Spoils/Other haul 239150.44 3807111.23 0.00 16.40 19.06 15.26
30
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR2_48 Spoils/Other haul 239143.12 3807099.69 0.00 16.40 19.06 15.26
UR2_49 Spoils/Other haul 239135.8 3807088.16 0.00 16.40 19.06 15.26
UR2_50 Spoils/Other haul 239128.49 3807076.62 0.00 16.40 19.06 15.26
UR2_51 Spoils/Other haul 239121.17 3807065.08 0.00 16.40 19.06 15.26
UR2_52 Spoils/Other haul 239113.85 3807053.54 0.00 16.40 19.06 15.26
UR2_53 Spoils/Other haul 239106.54 3807042 0.00 16.40 19.06 15.26
UR2_54 Spoils/Other haul 239099.22 3807030.46 0.12 16.40 19.06 15.26
UR2_55 Spoils/Other haul 239091.9 3807018.92 0.52 16.40 19.06 15.26
UR2_56 Spoils/Other haul 239088.02 3807006.85 0.64 16.40 19.06 15.26
UR2_57 Spoils/Other haul 239712.63 3807375.27 0.00 16.40 19.06 15.26
UR2_58 Spoils/Other haul 239699.2 3807372.11 0.00 16.40 19.06 15.26
UR2_59 Spoils/Other haul 239685.78 3807368.96 0.00 16.40 19.06 15.26
UR2_60 Spoils/Other haul 239672.36 3807365.81 0.00 16.40 19.06 15.26
UR2_61 Spoils/Other haul 239658.94 3807362.66 0.00 16.40 19.06 15.26
UR2_62 Spoils/Other haul 239645.52 3807359.5 0.00 16.40 19.06 15.26
UR2_63 Spoils/Other haul 239632.1 3807356.35 0.00 16.40 19.06 15.26
UR2_64 Spoils/Other haul 239618.68 3807353.2 0.00 16.40 19.06 15.26
UR2_65 Spoils/Other haul 239605.25 3807350.05 0.00 16.40 19.06 15.26
UR2_66 Spoils/Other haul 239591.83 3807346.89 0.00 16.40 19.06 15.26
31
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR2_67 Spoils/Other haul 239578.41 3807343.74 0.00 16.40 19.06 15.26
UR2_68 Spoils/Other haul 239564.99 3807340.59 0.00 16.40 19.06 15.26
UR2_69 Spoils/Other haul 239551.57 3807337.43 0.00 16.40 19.06 15.26
UR2_70 Spoils/Other haul 239538.15 3807334.28 0.00 16.40 19.06 15.26
UR2_71 Spoils/Other haul 239524.73 3807331.13 0.00 16.40 19.06 15.26
UR2_72 Spoils/Other haul 239511.3 3807327.98 0.00 16.40 19.06 15.26
UR2_73 Spoils/Other haul 239497.88 3807324.82 0.00 16.40 19.06 15.26
UR2_74 Spoils/Other haul 239484.46 3807321.67 0.00 16.40 19.06 15.26
UR2_75 Spoils/Other haul 239471.04 3807318.52 0.00 16.40 19.06 15.26
UR2_76 Spoils/Other haul 239457.62 3807315.37 0.00 16.40 19.06 15.26
UR2_77 Spoils/Other haul 239444.2 3807312.21 0.00 16.40 19.06 15.26
UR2_78 Spoils/Other haul 239430.78 3807309.06 0.00 16.40 19.06 15.26
UR2_79 Spoils/Other haul 239417.35 3807305.91 0.00 16.40 19.06 15.26
UR2_80 Spoils/Other haul 239403.93 3807302.75 0.00 16.40 19.06 15.26
UR2_81 Spoils/Other haul 239390.51 3807299.6 0.00 16.40 19.06 15.26
UR2_82 Spoils/Other haul 239377.09 3807296.45 0.00 16.40 19.06 15.26
UR2_83 Spoils/Other haul 239363.67 3807293.3 0.00 16.40 19.06 15.26
UR2_84 Spoils/Other haul 239350.25 3807290.14 0.00 16.40 19.06 15.26
UR2_85 Spoils/Other haul 239336.83 3807286.99 0.00 16.40 19.06 15.26
32
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR2_86 Spoils/Other haul 239323.4 3807283.84 0.00 16.40 19.06 15.26
UR2_87 Spoils/Other haul 239309.98 3807280.69 0.00 16.40 19.06 15.26
UR2_88 Spoils/Other haul 239296.56 3807277.53 0.00 16.40 19.06 15.26
UR2_89 Spoils/Other haul 239283.14 3807274.38 0.00 16.40 19.06 15.26
UR2_90 Spoils/Other haul 239269.72 3807271.23 0.00 16.40 19.06 15.26
UR2_91 Spoils/Other haul 239256.3 3807268.07 0.00 16.40 19.06 15.26
UR3_1 Overburden loop 240595.95 3807202.36 0.68 16.40 19.06 15.26
UR3_2 Overburden loop 240600.57 3807190.93 0.80 16.40 19.06 15.26
UR3_3 Overburden loop 240605.19 3807179.5 0.93 16.40 19.06 15.26
UR3_4 Overburden loop 240609.81 3807168.08 1.02 16.40 19.06 15.26
UR3_5 Overburden loop 240614.43 3807156.65 1.03 16.40 19.06 15.26
UR3_6 Overburden loop 240619.04 3807145.22 0.99 16.40 19.06 15.26
UR3_7 Overburden loop 240623.66 3807133.79 1.15 16.40 19.06 15.26
UR3_8 Overburden loop 240627.92 3807122.22 1.28 16.40 19.06 15.26
UR3_9 Overburden loop 240632.9 3807110.94 1.33 16.40 19.06 15.26
UR3_10 Overburden loop 240637.52 3807099.51 1.35 16.40 19.06 15.26
UR3_11 Overburden loop 240642.13 3807088.08 1.49 16.40 19.06 15.26
UR3_12 Overburden loop 240646.75 3807076.66 1.67 16.40 19.06 15.26
UR3_13 Overburden loop 240651.37 3807065.23 1.82 16.40 19.06 15.26
33
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR3_14 Overburden loop 240655.99 3807053.8 1.98 16.40 19.06 15.26
UR3_15 Overburden loop 240657.27 3807041.6 1.98 16.40 19.06 15.26
UR3_16 Overburden loop 240658.17 3807029.3 1.92 16.40 19.06 15.26
UR3_17 Overburden loop 240659.07 3807017.01 1.91 16.40 19.06 15.26
UR3_18 Overburden loop 240659.97 3807004.72 2.02 16.40 19.06 15.26
UR3_19 Overburden loop 240660.87 3806992.42 2.13 16.40 19.06 15.26
UR3_20 Overburden loop 240661.77 3806980.13 2.26 16.40 19.06 15.26
UR3_21 Overburden loop 240662.67 3806967.83 2.41 16.40 19.06 15.26
UR3_22 Overburden loop 240663.57 3806955.54 2.58 16.40 19.06 15.26
UR3_23 Overburden loop 240664.47 3806943.25 2.86 16.40 19.06 15.26
UR3_24 Overburden loop 240665.37 3806930.95 3.13 16.40 19.06 15.26
UR3_25 Overburden loop 240666.27 3806918.66 3.41 16.40 19.06 15.26
UR3_26 Overburden loop 240667.17 3806906.37 3.69 16.40 19.06 15.26
UR3_27 Overburden loop 240668.07 3806894.07 3.92 16.40 19.06 15.26
UR3_28 Overburden loop 240668.97 3806881.78 3.87 16.40 19.06 15.26
UR3_29 Overburden loop 240669.87 3806869.48 3.82 16.40 19.06 15.26
UR3_30 Overburden loop 240670.77 3806857.19 3.93 16.40 19.06 15.26
UR3_31 Overburden loop 240453.12 3806933.37 2.15 16.40 19.06 15.26
UR3_32 Overburden loop 240454.32 3806945.64 2.04 16.40 19.06 15.26
34
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR3_33 Overburden loop 240455.51 3806957.91 1.93 16.40 19.06 15.26
UR3_34 Overburden loop 240456.71 3806970.18 2.10 16.40 19.06 15.26
UR3_35 Overburden loop 240457.9 3806982.45 2.50 16.40 19.06 15.26
UR3_36 Overburden loop 240459.1 3806994.72 2.89 16.40 19.06 15.26
UR3_37 Overburden loop 240460.29 3807006.99 2.77 16.40 19.06 15.26
UR3_38 Overburden loop 240461.49 3807019.25 2.65 16.40 19.06 15.26
UR3_39 Overburden loop 240462.68 3807031.52 2.60 16.40 19.06 15.26
UR3_40 Overburden loop 240463.88 3807043.79 2.64 16.40 19.06 15.26
UR3_41 Overburden loop 240465.07 3807056.06 2.68 16.40 19.06 15.26
UR3_42 Overburden loop 240466.27 3807068.33 2.85 16.40 19.06 15.26
UR3_43 Overburden loop 240467.46 3807080.6 3.02 16.40 19.06 15.26
UR3_44 Overburden loop 240468.66 3807092.86 2.97 16.40 19.06 15.26
UR3_45 Overburden loop 240469.85 3807105.13 2.71 16.40 19.06 15.26
UR3_46 Overburden loop 240471.05 3807117.4 2.46 16.40 19.06 15.26
UR3_47 Overburden loop 240472.24 3807129.67 2.63 16.40 19.06 15.26
UR3_48 Overburden loop 240473.44 3807141.94 2.76 16.40 19.06 15.26
UR3_49 Overburden loop 240474.63 3807154.21 2.72 16.40 19.06 15.26
UR3_50 Overburden loop 240484.01 3807160.45 2.36 16.40 19.06 15.26
UR3_51 Overburden loop 240495.43 3807165.18 2.05 16.40 19.06 15.26
35
Source Identification
Model Source
Description
Coordinate Location (UTM NAD 27, Zone 18) Base
Elevation (m)
Release Height
(ft)
Initial HorizontalDispersion Coefficient
(ft)
Initial Vertical Dispersion Coefficient
(ft) Easting
(m) Northing
(m)
UR3_52 Overburden loop 240506.85 3807169.91 1.85 16.40 19.06 15.26
UR3_53 Overburden loop 240518.27 3807174.64 1.57 16.40 19.06 15.26
UR3_54 Overburden loop 240529.7 3807179.37 1.25 16.40 19.06 15.26
UR3_55 Overburden loop 240541.12 3807184.1 1.03 16.40 19.06 15.26
UR3_56 Overburden loop 240552.54 3807188.83 0.94 16.40 19.06 15.26
UR3_57 Overburden loop 240563.96 3807193.56 0.86 16.40 19.06 15.26
UR3_58 Overburden loop 240575.38 3807198.3 0.79 16.40 19.06 15.26
UR3_59 Overburden loop 240586.8 3807203.03 0.72 16.40 19.06 15.26
36
TABLE 5. CCC AREA SOURCE CHARACTERISTICS
Road
Segment Identification
Road
Segment Description
Southwest Corner -
East (m)
Southwest Corner -
North (m)
Base
Elevation (m)
Release Height
(ft)
East
Length (ft)
North Length
(ft)
Angle of Road Segment
from North
Vertical Dispersion Coefficient
(ft)
PQ1 Limestone/Marl (Crusher Feed) 241358.91 3807169.17 1.39 15.00 100.00 100.00 0.00 6.98
PQ2 Spoils/other (Crusher Feed) 239519.69 3806749.92 0.00 15.00 100.00 100.00 0.00 6.98
PQ3 Spoils (Stacker Pile) 239580.30 3806982.65 0.00 15.00 100.00 100.00 0.00 6.98
PQ4 Overburden (Active Pile) 240511.88 3806929.44 2.11 15.00 100.00 100.00 0.00 6.98
PB2PB3 Gypsum/Limestone Additive Piles 238358.31 3807333.25 7.17 15.00 100.00 100.00 0.00 6.98
M1A Mining (Drilling and Blasting) 241149.59 3806747.10 4.74 15.00 100.00 100.00 0.00 6.98
37
3.3 Other Off-site Sources
As shown in Section 5, the SILs were exceeded for PM10, PM2.5 and NO2 (1-hr averaging
period only), thus requiring a cumulative impact analysis for these pollutants. SILs were not
exceeded for SO2 and CO emissions. In order to meet the PSD modeling criteria for including
the impacts of other sources within and outside of the SIA, several inventories of facilities and
sources were obtained from DENR or created from DENR files within an approximately 50 km
radius of the CCC facility. The AAQS inventory was developed based upon the SIL analysis
submitted and included potential emissions of PM10 and NOx for inclusion in the AAQS analysis.
The interim SIL for PM2.5 established by DENR were also exceeded; however, per DENR
guidance no offsite sources were required for the PM2.5 demonstration. The emissions for
increment consuming sources, other than the potential emissions of CCC sources, were provided
by DENR. Coordinates for each source were compared to the outer boundary of each applicable
SIA for each pollutant. Those sources that fell within the specified SIA were included within the
cumulative impact analysis. For those sources located outside the established SIA, the DENR
prescribed 20D screening analysis was used to determine which additional sources to include.
The 20D screening analysis was conducted as follows:
• The distance between each off-site source and the applicable CCC SIA was calculated (in
kilometers) and multiplied by 20 (the so-called 20D). For short-term analysis, distance
“D” was defined as the distance from the source in the screening area to the PSD source
defining the impact area (i.e., CCC). For long-term analysis, distance “D” was defined as
the distance from the source in the screening area to the closest edge of the SIA.
• Each source along with its calculated 20D distance was compared to the annual tonnage
of applicable pollutant.
• Those sources with annual potential emissions greater than 20D were retained and
considered in both the PSD increment and the full AAQS analysis.
Tables 6 and 7 lists the off-site sources that were included as part of the PSD increment
and AAQS analysis. The off-site sources remaining after the 20D analysis which were
considered in the modeling are presented in Appendix A along with their source characteristics
38
TABLE 6. OFF-SITE SOURCES INCLUDED IN PM10 CUMULATIVE MODELING
Source Identification NAAQS PSD
Oldecastle - Adams Products Co. X
Barnhill Contracting Co. X
CEMEX, Inc. X
Corning Inc. X X
CP&L Progress Energy - Sutton Plant X X
DAK Americas LLC X
Del Laboratories, Inc. X
Elementis Chromium X
General Electric Company X X
International Paper - Riegelwood Mill X
Invista, S.a.r.l. X
Martin Marietta Materials - Rocky Point X
Ready Mixed Concrete Co - Scotts Hill X
Ready Mixed Concrete Co - Wilmington X
S & W Ready Mix Concrete X
39
TABLE 7. OFF-SITE SOURCES INCLUDED IN NO2 CUMULATIVE MODELING1
Source Identification NAAQS
American Distillation, Inc. X
Barnhill Contracting Company X
CP&L Progress Energy - Sutton Plant Caro X
Corning Incorporated X
DAK Americas LLC X
Elementis Chromium X
EPCOR USA North Carolina LLC - Southport Plant X
Fortron Industries LLC X
Global Nuclear Fuel - Americas, LLC X
International Paper - Riegelwood Mill X
Invista, S.a.r.l. X
Kinder Morgan, Wilmington X
New Hanover County WASTEC X
Southern States Chemical X
Wilbara, LLC X
1 The NO2 SIL was only triggered for the 1-hour averaging period, for which there is no established PSD increment.
40
and emissions. Appendix A also identifies which sources were used in the PSD increment
analysis and which were included in the AAQS analysis.
Detailed source information was necessary to compile the 20D screening analysis and
determine all off-site sources to include in the cumulative NAAQS and PSD Increment modeling
runs. The off-site source inventory obtained from DENR files included source-specific stack
parameters for each facility included within the inventory. As a most conservative approach it
was agreed upon with Mr. Chuck Buckler with DENR that those sources within the SIA for each
pollutant be treated as specific individual sources at each facility and those facilities outside the
SIA be characterized using the facility wide emissions and the most representative stack that
would provide a conservative result. The subsequent subsections discuss each source that was
included within the cumulative analysis.
3.3.1 Oldecastle - Adams Products Company – Castle Hayne
This facility is being included as a PM10 NAAQS source that is located 2.7 km from the
CCC facility. This facility is within the designated SIA for PM10 and as per the agreed upon
methodology, all sources at this facility were included.
3.3.2 American Distillation Company, Inc.
This facility is being included as a NO2 NAAQS source that is located in Brunswick
County 19 km from the CCC facility. This facility is outside the designated SIA for NO2 and
includes a single boiler stack.
3.3.3 Barnhill Contracting Company
This facility is being included as a PM10 and NO2 NAAQS source that is located 6.0 km
from the CCC facility. This facility is inside the designated SIA for PM10 and NO2. This facility
was characterized within the DENR emission inventory as a single source described as a
baghouse stack on a 425 tph asphalt plant.
3.3.4 CEMEX, Inc.
CEMEX operates one cement terminal facility within close proximity to CCC. The
41
facility is being included as a PM10 NAAQS source located at 0.5 km from the CCC facility (as
measured using facility coordinates of the main stacks). This facility is within the designated
SIA for PM10 and as per the agreed upon methodology, all sources at this facility were included.
3.3.5 Corning Inc.
This facility is being included as a PM10 and NO2 NAAQS source and a PSD Increment
consuming source for PM10. This facility is located in Wilmington 14.0 km from the CCC
facility. This facility is outside the designated SIA for PM10 and inside the designated SIA for
NO2. A representative emission point was used to model all facility wide PM10 emissions. To
accomplish this, the source designated as “Stack 3” was selected because it was the tallest and
most buoyant stack and thus would yield the most conservative impacts on PM10 concentrations
at this distance from the CCC facility. All sources emitting NOx were modeled as individual
stacks since the facility is inside the SIA for NO2.
3.3.6 CP&L dba Progress Energy Carolinas – Sutton Plant
This facility is being included as a PM10 and NO2 NAAQS source and a PSD Increment
consuming source for PM10. This facility is located 16.5 km from the CCC facility. This facility
is outside the designated SIA for PM10 and inside the designated SIA for NO2. A representative
emission point was used to model all facility wide PM10 emissions. To accomplish this, the
source designated as “Unit 3” was selected because it was the tallest and most buoyant stack and
thus would yield the most PM10 conservative impacts on concentrations at this distance from the
CCC facility. All sources emitting NOx were modeled as individual stacks since the facility is
inside the SIA for NO2.
3.3.7 DAK Americas LLC
This facility is being included as a PM10 and NO2 NAAQS source that is located in
Brunswick County 19.0 km from the CCC facility. This facility is outside the designated SIA
for both pollutants. As per the agreed upon methodology, a representative emission point was
used to model all facility wide emissions. To accomplish this, the source designated as “ES-01”
was selected because it was the tallest and most buoyant stack and thus would yield the most
42
conservative impacts on concentrations at this distance from the CCC facility.
3.3.8 Del Laboratories, Inc.
This facility is being included as a PM10 NAAQS source that is located in Pender County
7.1 km from the CCC facility. This facility is outside the designated SIA for PM10. Detailed
information about this facility was available, therefore all sources at this facility were included.
3.3.9 Elementis Chromium
This facility is being included as a PM10 and NO2 NAAQS source that is located 1.7 km
from the CCC facility (as measured using facility coordinates of the main stacks). This facility is
within the designated SIA for PM10 and NO2 and as per the agreed upon methodology, all
sources at this facility were included. Records review was conducted from DENR files on this
facility and several permit applications were obtained for reference. As a result of this file
review, it was determined that only two sources at this facility were NO2 sources. The two
sources that were determined to be gaseous sources were designated as “EP101” and “EP127” in
the DENR inventory. Allowable/potential emissions were determined from information in the
permit.
3.3.10 EPCOR USA North Carolina LLC – Southport Plant
This facility is being included as a NO2 NAAQS source that is located in Brunswick
County 50 km from the CCC facility. This facility is outside the designated SIA for NO2 and as
per the agreed upon methodology, a representative emission point was used to model all facility
wide emissions. To accomplish this, the source designated as “Unit 1 stack” was selected
because it is one of the two tallest and most buoyant stacks and thus would yield the most
conservative impacts on concentrations at this distance from the CCC facility.
3.3.11 Fortron Industries, LLC
This facility is being included as a NO2 NAAQS source that is located in Wilmington, 15
km from the CCC facility. This facility is inside the designated SIA for NO2,and individual
emission points were used to model all facility wide emissions.
43
3.3.12 General Electric Company
This facility is being included as a PM10 NAAQS source and a PSD Increment
consuming source for PM10. This facility is located 9 km from the CCC facility. This facility is
outside the designated SIA for PM10 and as per the agreed upon methodology, a representative
emission point was used to model all facility wide potential emissions. To accomplish this, the
source designated as “AE2” was selected as the tallest and most buoyant stack and thus would
yield the most conservative impacts on concentrations at this distance from the CCC facility.
3.3.13 Global Nuclear Fuel – Americas LLC
This facility is being included as a NO2 NAAQS source that is located in New Hanover
County 9 km from the CCC facility. This facility is inside the designated SIA for NO2, and
individual emission points were used to model all facility wide emissions.
3.3.14 International Paper – Riegelwood Mill
This facility is being included as a PM10 and NO2 NAAQS source that is located in
Columbus County 34 km from the CCC facility. This facility is outside the designated SIA for
both pollutants. As per the agreed upon methodology, a representative emission point was used
to model all facility wide emissions. To accomplish this, the source designated as “RB5” was
selected because it was the tallest and most buoyant stack and thus would yield the most
conservative impacts on concentrations at this distance from the CCC facility.
3.3.15 Invista, S.a.r.l.
This facility is being included as a PM10 and NO2 NAAQS located 15 km from the CCC
facility. The facility is located outside the designated SIA for PM10 and inside the designated
SIA for NO2. A representative emission point was used to model all facility wide allowable
PM10 emissions. To accomplish this, the source designated as “HTR5” (Heater 5) was selected,
as this was the tallest and most buoyant stack and thus would yield the most conservative
impacts on PM10 concentrations at this distance from the CCC facility. All sources emitting NOx
were modeled as individual stacks since the facility is inside the SIA for NO2.
44
3.3.16 Kinder Morgan - Wilmington
This facility is being included as a NO2 NAAQS source that is located in Wilmington, 16
km from the CCC facility. This facility is inside the designated SIA for NO2,and individual
emission points were used to model all facility wide emissions.
3.3.17 Martin Marietta Materials – Rocky Point
This facility is being included as a PM10 NAAQS source that is located in Pender County
6 km from the CCC facility. This facility is within the designated SIA for PM10 and as per the
agreed upon methodology, all sources at this facility were included.
3.3.18 New Hanover County WASTEC
This facility is being included as an NO2 NAAQS source. This facility is located 15 km
from the CCC facility. This facility is inside the designated SIA for NO2, and individual
emission points were used to model all facility wide allowable emissions.
3.3.19 Ready Mixed Concrete – Scotts Hill
This facility is being included as a PM10 NAAQS source located in Pender County 7.8
km from the CCC facility. This facility is outside the designated SIA for PM10 and as per the
agreed upon methodology, all emission points at this facility were included. This facility was
characterized within the DENR emission inventory as a single point source.
3.3.20 Ready Mixed Concrete – Wilmington
This facility is being included as a PM10 NAAQS source located 8.2 km from the CCC
facility. This facility is within the designated SIA for PM10 and as per the agreed upon
methodology, all emission points at this facility were included. This facility was characterized
within the DENR emission inventory as a single point source.
3.3.21 S&W Ready Mix Concrete – Castle Hayne
This facility is being included as a PM10 NAAQS source located 3.0 km from the CCC
45
facility. This facility is within the designated SIA for PM10 and as per the agreed upon
methodology, all emission points at this facility were included. This facility was characterized
within the DENR emission inventory as a single point source.
3.3.22 Southern States Chemical
This facility is being included as a NO2 NAAQS source. This facility is located 16 km
from the CCC facility. This facility is inside the designated SIA for NO2 and consists of two
source venting through a single stack designated as “EP-1/2” (Sulfuric Acid Plants).
3.3.23 Wilbara, LLC
This facility is being included as a NO2 NAAQS. It is a new facility located in
Wilmington 13.8 km from the CCC facility. This facility is inside the designated SIA for NO2,
and consists of one permitted emission point. The source designated as “Sulfuric Acid Plant
Stack” represents the source of NOx emissions from the facility.
46
SECTION 4
AAQS AND CLASS II AIR QUALITY MODELING METHODOLOGY
4.1 Model Specification
Dispersion modeling procedures followed the EPA recommended model selection and
application protocol in the Guideline on Air Quality Models (November 9, 2005) and in the EPA
New Source Review Workshop Manual (draft, October 1990) as well as the guidance provided by
DENR in the North Carolina PSD Modeling Guidance (September 2010), Guidelines for
Evaluating the Air Quality Impacts of Toxic Pollutants in North Carolina (December 2009), and
the Quarry Guidance for Refined Modeling were used throughout this analysis. For the
evaluation of the 1-hour standards for NO2, additional guidance also included the following:
• Guidance Concerning the Implementation of the 1-hour NO2 NAAQS for the Prevention of Significant Deterioration Program, Memorandum from Stephen D. Page, US EPA, June 29, 2010.
• Applicability of Appendix W Modeling Guidance for the 1-hour NO2 National Ambient Air Quality Standard, Memorandum from Tyler Fox, US EPA, June 28, 2010.
This methodology was implemented for both the CCC sources-only analysis and the full impact
analysis (including off-site sources). The CCC source modeling followed three goals:
• Determined whether the air quality impact analysis can forego further modeling for each PSD pollutant depending on the significant impact analysis and the associated SIA.
• Defined the impact area for which a full impact analysis will be performed.
• Determined other sources and background concentrations that should be included in the analysis.
Based on the pollutants and emission rates associated with the proposed facility,
dispersion modeling was required for emissions of TSP, PM10, PM2.5, SO2, NOx, and CO, as well
47
as thirteen TAPs (see applicability determination in Tab C of this application). The level of
detail in the modeling for these criteria pollutants was dependent on the determination of the
extent of the SIA for each pollutant. Dispersion modeling is not required for VOC emissions.
Off site sources were included for those pollutants that exceeded the applicable SIL. The
other sources included were within the SIA as well as those beyond the SIA with allowable
emissions that may cause them to interact with the CCC facility for both PSD increment
consumption and AAQS impacts. Potentially interacting sources were evaluated for inclusion
based on the DENR-suggested 20D approach. Concentrations for all sources combined plus
background were compared to the AAQS for each pollutant to determine compliance. For the
PSD increments, the combined impacts of all increment consuming sources were compared to
the allowable increments. These off-site sources were presented in Tables 6 and 7, previously.
4.2 Model Selection
For those pollutants that required dispersion modeling, the AMS/EPA Regulatory Model
(AERMOD) was used for the modeling. AERMOD (Version 09292) was used to perform all
PSD and AAQS related full impact modeling. AERMOD is a steady-state straight-line Gaussian
plume model that is recommended by the Guideline on Air Quality Models. AERMOD has
many features that make it the most representative model for this analysis including:
• Recommended and accepted by the EPA • Multiple sources • Point, area, and volume source capabilities • Hour-by-hour boundary layer meteorological data used in calculations • User-specified grouped source concentration estimates • Consideration of both daytime convective turbulence and nighttime stable conditions • Building downwash • Variable receptor locations.
Digitized terrain data derived from the 1-arc second National Elevation Dataset (NED)
was used in AERMOD to allow the model to perform its full suite of analyses considering the
gentle slope of the surrounding terrain. These NED data were preprocessed using the AMS/EPA
Regulatory Model Terrain Pre-processor (AERMAP). AERMAP processes commercially
48
available NED data and creates a file suitable for use within an AERMOD control file. This file
contains elevation and hill-height scaling factors for each receptor in the air dispersion study.
The use of AERMOD and AERMAP preprocessor was implemented through the Bee-Line
software called BEEST (Version 9.83).
The selection of AERMOD is consistent with DENR guidance. No other air dispersion
model was used for this Class II analysis, although one other related model was used to calculate
building downwash influence on the plumes. This model is the EPA Building Profile Input
Program for PRIME (BPIPPRM). The BPIPPRM Model is included in the BEEST program and
was used throughout this analysis.
4.3 Source Identification and Location
Each source was identified in this modeling documentation in Section 3 for all point and
fugitive source. Each source has a unique identifier that was used throughout the modeling
analysis both in the model and in any tables presenting the concentration estimates. A Cartesian
coordinate system in UTM coordinates was assigned to all sources in this analysis. Any other
sources that were considered in the modeling for PSD increment purposes or AAQS impacts
were also assigned a unique identification number and had coordinates in the same UTM system
as the CCC sources. All sources described in Tables 3 through 7 were considered as appropriate
for SIL, PSD, and AAQS analysis.
4.4 Receptor Locations
Modeling of the individual sources was performed using AERMOD to determine
maximum impact locations. The receptors that were used for the SIL, PSD, and AAQS analysis
include a fence line (or property line) grid at approximately 100 meter intervals and multiple
Cartesian grids from the fence line out to a distance of 13 km (which was sufficient to fully
determine the SIA). Grid spacings were established at 100 m grid spacing from the fenceline out
to approximately 2.5 km (this grid density was extended to the east for full inclusion of the
subject property fenceline), 250 m grid spacing from 2.5 km to 5 km, 500 m grid spacing from 5
km to 10 km, and 1000 grid spacing from 10 km to 13 km. SIL modeling analyses indicated that
all maximum impacts occurred within 8 kilometers of the facility boundaries. Figure 5 shows
49
the entire gridded domain and Figure 6 shows the near field receptors to the proposed facility.
Terrain elevations were included in all cases for each receptor as derived from the NED data.
4.5 Meteorological Data
Five years of meteorological data from a nearby representative weather observation site
was deemed acceptable for dispersion modeling for this PSD regulatory study. A five year data
set of meteorological data from the Wilmington, NC site [National Weather Service (NWS) No.
13748)] for surface data and from the Charleston, SC site (NWS No. 13880) for the upper air
data was processed by DENR (March 2008 dataset) using the AERMET meteorological
processor and available on their website for the years 1988-1992. For all TAP evaluations the
March 2008 dataset was used.
For all criteria pollutant evaluations, the Wilmington/Charleston May 2010 PSD
meteorological dataset was used. Per DENR’s current PSD Modeling Guidance, for each NWS
meteorological data site, DENR has processed three meteorological data subsets assuming a surface
roughness of 1.0 (high), 0.5 (medium), and 0.05 (low). The appropriate meteorological data file
subset to use is then selected based on the surface roughness of the facility/project site which can be
determined using the AERSURFACE preprocessor. To make this determination, the surface
roughness surrounding the proposed facility was evaluated using AERSURFACE. This was
accomplished by downloading the North Carolina Land Use data from DENR and providing the
following AERSURFACE inputs:
50
Carolinas Cement Company LLCCastle Hayne, North Carolina225000 230000 235000 240000 245000 250000 255000
Easting (meters)
3795000
3800000
3805000
3810000
3815000
3820000
Nor
thin
g (m
eter
s)
Coordinates shown are UTM NAD 27
Figure 5. Overall Receptor Grid for Air Quality Modeling Analysis
51
Carolinas Cement Company LLCCastle Hayne, North Carolina236000 236500 237000 237500 238000 238500 239000 239500 240000 240500 241000 241500 242000 242500
Easting (meters)
3805000
3805500
3806000
3806500
3807000
3807500
3808000
3808500
3809000
3809500
3810000
Nor
thin
g (m
eter
s)
Coordinates shown are UTM NAD 27
Figure 6. Near Field Receptor Grid Used for the Air Quality Modeling Analysis
52
• Input filename: north_carolina_NLCD_erd042200.tif • Output filename: CCC_AERSURFACE.out • Type of coordinate: UTM • Center of the study area: 238,541.85 Easting; 2,807,337.79 Northing • UTM Zone: 18 • Horizontal Datum: NAD83 • Radius of the study area (km): 1.0 • Define by multiple sectors: No • Temporal resolution: No • Continuous snow cover: No • Month/Season assignments Default • Sit an airport: No • Arid region: No • Surface moisture: Average
This yielded a surface roughness length (Zo) of 0.322. Based upon this analysis the medium
subset (Zo = 0.5) was selected. Appendix B contains the input/output files from the completed
AERSURFACE run.
4.6 Model Inputs
AERMOD is very versatile both in terms of the physical phenomena that it can represent
and the options that are available for model control and calculations. The regulatory default
options of AERMOD were used throughout all applications, with the exception of the 1-hour
NO2 modeling demonstration. Table 8 presents a summary of the features that were set by the
regulatory default option as well as other options selected for this analysis.
4.6.1 1-Hour NO2 Tier III Modeling Justification and Inputs
To perform the 1-hour NO2 modeling evaluation, Tier III modeling was performed. In
order to perform this modeling evaluation, non-regulatory options were required, specifically the
use of the PVMRM algorithm within AERMOD. In order for non-regulatory options to be used
for regulatory purposes the following determination must be made as per 40 CFR Part 51,
Appendix W (Guideline on Air Quality Models) section 3.2.2 (e):
53
TABLE 8. OPTIONS SELECTED IN THE MODELING ANALYSIS
Option description Regulatory defaults*. Concentrations in micrograms/cubic meter (μg/m3). UTM coordinates in NAD27for fence line and all other receptor locations was used. Terrain elevations were considered. The downwind distance plume rise option were used for all sources. Buoyancy-induced dispersion was used. The profile base elevation height was set to 10.1 meters (33 ft). Building aerodynamic downwash was performed using the BPIP-PRIME algorithms. Stack tip downwash was modeled. Program control parameters, receptors, and source input data were output. Concentrations during calm hours were set to zero and the CALMS processor used Averaging times were selected consistent with those applicable to the PSD increments, AAQS, and significant impact concentrations for TSP, SO2, PM10, PM2.5, NOx, CO, and TAPs. *Non-regulatory options (specifically the PVMRM algorithm) were used to complete the 1-hour NO2 modeling demonstration.
54
… an alternative refined model may be used provided that:
i. The model has received a scientific peer review;
ii. The model can be demonstrated to be applicable to the problem on a theoretical basis;
iii. The data bases which are necessary to perform the analysis are available and adequate;
iv. Appropriate performance evaluations of the model have shown that the model is not biased
toward underestimates; and
v. A protocol on methods and procedures to be followed has been established.”
A Tier III modeling justification and protocol was submitted to Mr. Jim Roller with
DENR for review and approval was received on January 6, 2011. This document is included in
Appendix C of this report. Specifically, the following inputs were used within the PVMRM
algorithms to complete this 1-hour NO2 modeling demonstration:
• NO2/NOx Ratio (NO2STACK) : 0.05
• Equilibrium Ratio (NO2EQUIL) : 0.75
• Background Ozone Value (OZONEVAL) : Hourly Derived Data. These values were derived based upon ozone season data only from the Castle Hayne monitoring station. This evaluation considered a representative 5-year period and is considered sufficiently conservative for this demonstration and the sensitivity of the modeling algorithm. A more detailed discussion of this dataset and how it was derived can be found within Appendix C.
4.7 Building Downwash
The effluent plumes from the proposed stacks at the site will be affected by nearby
buildings and structures. Because the stacks and building dimensions are such that building
downwash of released effluent may cause the plumes to be influenced (which will tend to bring
the plume closer to the ground), these effects were included in the analysis. All structure
dimensions can be found in Appendix D.
The building and stack configuration of the CCC facility was shown in Figure 4 for all
structures. According to the EPA guidance on considering the influence of a building stack, if
the stack is less than a Good Engineering Practice (GEP) stack height, the effluent should be
treated as if it were affected by the building. GEP stack height is defined as:
55
HGEP = hb + 1.5L
where:
HGEP = Good Engineering Practice stack height (m)
hb = Nearby structure height
L = The lesser of the nearby structure height or maximum projected width.
In this case, the height of each stack was compared to the calculated GEP stack height for
each building. A second criterion that was applied to determine if downwash would be applied
for each source/building combination whether the stacks are located downwind and within 5L of
the building, upwind and within 2L of the building, or off to the side and within 0.5L of the
building. The results of these comparisons for each stack and each building for each of 36 wind
directions were tabulated.
To perform this analysis, the model recommended by the EPA, BPIPPRM was used. The
BEE-Line version of the BPIPPRM Model within BEEST was used to generate all downwash
calculations.
4.8 Background Concentrations
Table 9 summarizes the proposed background concentrations for each criteria pollutant
of concern. These values are based on monitoring station data recommended by DENR. It is
also understood from DENR policy that TSP background concentrations will not be required as
part of the AAQS analysis and therefore has been excluded from Table 9.
56
TABLE 9. PROVIDED BACKGROUND CONCENTRATIONS
Pollutant Monitor Year Averaging
Period
Background Concentration
(μg/m3)
NO2 Mecklenburg County 2009 1 hour 82.7
PM10 Duplin County 2009 24 hour 20
PM2.5 Duplin County 2009 24 hour 16.8
Annual 8
4.9 Reporting
All modeling has been documented in this modeling report, which is part of the permit
application. Electronic copies of all input and output files of the modeling analysis have been
provided to DENR under separate cover on portable media in ASCII or BEEST formats. One
full copy of the model documentation including diskettes has been provided, with additional
paper copies of the documentation made available as required.
57
SECTION 5
RESULTS OF THE CLASS II AND AAQS AMBIENT IMPACT ANALYSIS
5.1 Significant Impact Analysis
The emissions and source characteristics for sources included in the SIL analysis were
presented and discussed earlier in this report. The dispersion modeling was performed over a 5-
year period of meteorological data using AERMOD. Per DENR guidance, the highest
concentrations of each applicable averaging period (depending on pollutant) were used to
determine the maximum significant concentration impacts and SIAs. Tables 10 through 14
present the significant impact analysis results for SO2, CO, NO2, PM10, and PM2.5. No other
criteria pollutants were required to be modeled under this PSD analysis. As shown in the tables,
the SIL’s were exceeded for NO2 (1-hr averaging period only), PM10, and PM2.5. The SILs were
not exceeded for CO and SO2.
For the SO2 SIL analysis, it is important to note that the annual SIL analysis was based
upon the Portland Cement NSPS of 0.4 lb/ton clinker (100 lb/hr). This standard is a 30-day
rolling average and as such does not reflect short-term variations in emission rates (i.e., 1-hour
values). Therefore, the short-term SIL analysis (1-hour, 3- hour, and 24-hour averaging periods)
was performed at an increased emission rate of 173 lb/hr.
As with the SO2 SIL analysis, the NO2 SIL analysis also required two distinct SIL runs
(annual and 1-hour). The annual run was also based upon the Portland Cement NSPS 30-day
rolling average of 1.5 lb/ton clinker (375 lb/hr), while the short-term (1-hour) SIL analysis was
run using a higher emission rate of 2.8 lb/ton clinker (700 lb/hr). This higher emission rate was
evaluated using the cause and contribute analysis detailed in Section 5.3.2 and provides a
shorter-term emission rate that can be emitted and not cause or contribute to any modeled
potential exceedance.
58
TABLE 10. SUMMARY OF SULFUR DIOXIDE SIGNIFICANT IMPACTS
Year
1-Hour 1 3-Hour 1 24-Hour 1 Annual 2
Averaged Concentration
(μg/m3)
Distance to Significant
Impact (km)
Highest Concentration
(μg/m3)
Distance to Significant
Impact (km)
Highest Concentration
(μg/m3)
Distance to Significant
Impact (km)
Highest Concentration
(μg/m3)
Distance to Significant
Impact (km)
1988
9.9 NA
8.6 NA 3.3 NA 0.2 NA
1989 8.3 NA 3.0 NA 0.2 NA
1990 8.9 NA 3.4 NA 0.2 NA
1991 8.5 NA 2.8 NA 0.2 NA
1992 9.1 NA 2.8 NA 0.2 NA
Significant Level 10.0* Anywhere
offsite 25.0 Anywhere offsite 5.0 Anywhere
offsite 1.0 Anywhere offsite
*Interim 1-Hour SIL established by DENR 1 Based upon SO2 emission rate of 173 lb/hr 2 Based upon SO2 emission rate of 0.4 lb/ton clinker (100 lb/hr)
59
TABLE 11. SUMMARY OF CARBON MONOXIDE SIGNIFICANT IMPACTS
Year
1-hour 8-hour Highest
Concentration (μg/m3)
Distance to Significant Impact
(km)
Highest Concentration
(μg/m3)
Distance to Significant Impact
(km)
1988 43 NA 27 NA
1989 46 NA 28 NA
1990 41 NA 26 NA
1991 46 NA 25 NA
1992 43 NA 23 NA
Significant Level 2,000 Anywhere offsite 500 Anywhere offsite
60
TABLE 12. SUMMARY OF NITROGEN DIOXIDE SIGNIFICANT IMPACTS
Year
1-Hour 1 Annual 2 Averaged
Concentration (μg/m3)
Distance to Significant Impact
(km)
Highest Concentration
(μg/m3)
Distance to Significant Impact
(km)
1988
28.0 18
0.8 NA
1989 0.8 NA
1990 0.7 NA
1991 0.8 NA
1992 0.7 NA
Significant Level 10.0* Anywhere offsite 1.0 Anywhere offsite
*Interim 1-Hour SIL established by DENR 1 Based upon NO2 emission rate of 700 lb/hr 2 Based upon NO2 emission rate of 1.5 lb/ton clinker (375 lb/hr)
61
TABLE 13. SUMMARY OF PM10 SIGNIFICANT IMPACTS
Year
24-Hour Highest
Concentration (μg/m3)
Distance to Significant Impact
(km)
1988 22.4 4.2
1989 24.6 3.7
1990 30.0 3.8
1991 27.0 3.7
1992 22.5 3.7
Significant Level 5.0 Anywhere offsite
62
TABLE 14. SUMMARY OF PM2.5 SIGNIFICANT IMPACTS
Year
24-Hour Annual Highest
Concentration (μg/m3)
Distance to Significant Impact
(km)
Highest Concentration
(μg/m3)
Distance to Significant Impact
(km)
1988 10.1 5.5 3.3 3.0
1989 9.4 5.5 3.3 2.9
1990 10.0 6.2 3.4 3.0
1991 10.1 5.7 3.3 2.9
1992 9.3 4.7 3.1 3.0
Significant Level 1.2 Anywhere offsite 0.3 Anywhere offsite
63
Because the SIA’s for NO2, PM10, and PM2.5 were beyond the fence line, additional Class
II PSD Increment and AAQS modeling was required and is presented in subsequent sections.
Maps of the SIAs are shown in Appendix D.
5.2 Increment Consumption Analysis
This analysis included all emissions at CCC and all increment-consuming sources
identified by DENR. Table 15 summarizes the highest increment consumption for each
averaging period and pollutant and compares the CCC PSD and all other PSD source impacts to
the full PSD increments. All averaging times and results are reported consistent with DENR
policy. As can be seen, the increment consumption is less than the full PSD increments for all
averaging times. There are no PSD increments established based upon current DENR PSD
Modeling Guidance for 1-hour NO2 or PM2.5. Therefore, an increment analysis for these
pollutants was not required to be performed.
5.3 AAQS Analysis
DENR requires that a demonstration be provided showing that the proposed source
emissions when modeled with other sources (as appropriate for those sources exceeding
applicable SILs) in the area and adding background do not exceed the AAQS (except for TSP
and PM2.5, where only the impact of CCC sources is required to be modeled). Dispersion
modeling for cumulative AAQS impact assessment was conducted for PM10 and NO2, which
exceeded the SILs for the applicable CCC emissions. Other major sources existing in and near
the SIA were included in the modeling. The criteria outlined in Section 3 were used to compare
the potential emissions for each source within approximately 50 km to the 20D distance. These
results are presented in Appendix E, with the sources failing the 20D screening being included in
the analysis. The sources remaining after 20D were described and presented in Section 3.
Table 16 and Tables 18 to 21 show a summary of the appropriate impacts combined with
the background concentrations. As shown, the impacts for each year for each averaging period
are less than the applicable AAQS for PM2.5, TSP, and lead.
64
TABLE 15. PM10 PSD INCREMENT CONSUMPTION - SUMMARY
Averaging Period
Combined CCC and Off-Site Source Concentrations, (μg/m3)
Highest Five-Year
Concentration (μg/m3)
Allowable PSD
Increment (μg/m3) 1988 1989 1990 1991 1992
24-Hour (H2H) 22.5 20.2 18.8 19.7 18.7 22.5 30
Annual (H1H) 7.8 7.7 8.0 7.9 7.4 8.0 17
Averaging Period
CCC Source Only Concentrations (μg/m3)
Highest Five-Year
Concentration (μg/m3)
Allowable PSD
Increment (μg/m3) 1988 1989 1990 1991 1992
24-Hour (H2H) 18.2 19.2 18.8 19.6 18.5 19.6 30
Annual (H1H) 7.8 7.6 7.9 7.8 7.4 7.9 17
65
5.3.1 PM10 Cause and Contribute Analysis
A potential exceedance for the cumulative 24-hour impacts was predicted at a receptor
located to the north of the CCC property and located on Martin Marietta’s property. Because
this receptor location is within a 250 meter grid spacing, a “hot-spot” analysis was conducted by
creating a 100 meter grid spacing surrounding this receptor. This was performed, as required by
DAQ guidance and ensures that the highest potential exceedance was identified. The potential
exceedance appears to be due to industrial source allowable emissions from the Martin Marietta
site and the fact that the receptor is located on that property in close proximity to the emission
source. The current modeling does not exclude any offsite industrial properties with restricted
access that would otherwise be excluded from compliance modeling for individual sources.
Therefore, the modeled potential exceedance does not indicate an actual violation of the AAQS.
To demonstrate the proposed project had no significant impact to this receptor, a source
contribution run was made isolating the worst case receptor and run for the 24-hour period (April
4, 1991) that yielded the exceedance shown in Table 16. As a result of this run it was
determined that CCC contributes only 0.1938 μg/m3 to this receptor during this 24-hour modeled
period, which is below the applicable SIL of 5.0 μg/m3, and that Martin Marietta contributes
727 μg/m3 (99.97%) of the impact to this receptor. Table 17 shows the results of this source
contribution analysis which includes the combined CCC sources and the top ten contributors to
this modeled exceedance. All modeling demonstrations (full receptor grid, “hot-spot” analysis
and isolated receptor source contribution) have been submitted to DENR for review.
66
TABLE 16. PM10 CUMULATIVE AAQS IMPACT ANALYSIS - SUMMARY
Combined CCC and Off-site Sources (20D Sources)
Averaging Period Cumulative
Source Impact* (μg/m3)
Background Concentration
(μg/m3)
Total Concentration
(μg/m3)
AAQS (μg/m3)
Percent of AAQS
24-hour (H6H) 727 20 747 150 498%
CCC Sources Only
24-hour (H6H) 20 20 40 150 26%
Offsite Sources Only
24-hour (H6H) 727 20 747 150 498%
*Modeled impacts for each of the cases may occur at different receptor locations.
67
TABLE 17. PM10 SOURCE CONTRIBUTION TO POTENTIAL EXCEEDANCE
Modeled Receptor 236,547.10 Easting 3,811,948.00 Northing
Period Modeled Year Month Day Averaging Period
91 4 25 24
Modeled Source ID Source Description Modeled Concentration*
(μg/m3)
NQS_ALL All Sources (CCC + Offsite Sources) 727.4
CCC_ONLY Combined CCC Sources Only 0.1938
NQS_OS Combined Offsite Sources Only 727.2
TOP CONTRIBUTING OFF-SITE SOURCES
20D_PM44 Martin Marietta Materials, Inc. - Rocky Point 727.0
20D_PM11 Elementis Chromium 0.0683
20D_PM09 CEMEX, Inc. 0.0551
20D_PM08 CEMEX, Inc. 0.0469
20D_PM38 Oldecastle - Adams Products Co 0.0118
20D_PM04 CP&L Co d/b/a Progress Energy Caro 0.0112
20D_PM36 General Electric Company 0.0099
20D_PM39 Ready Mixed Concrete Company - Wilmington 0.0076
20D_PM37 Invista, S.a.r.l. 0.0072
20D_PM02 International Paper - Riegelwood Mill 0.0060
*Modeled concentrations do not include background values
68
Table 18. PM2.5 AAQS Impact Analysis - Summary
Averaging Period Total Source
Impact (μg/m3)
Background Concentration
(μg/m3)
Total Concentration
(μg/m3)
AAQS (μg/m3)
Percent of AAQS
24-hour (98%) 9.4 16.8 26.2 35 75%
Annual (H1H) 3.41 8.00 11.41 15 76%
TABLE 19. TSP AAQS IMPACT ANALYSIS - SUMMARY
Averaging Period Total Source
Impact (μg/m3)
Background Concentration
(μg/m3)
Total Concentration
(μg/m3)
AAQS (μg/m3)
Percent of AAQS
24-hour (H2H) 58 NA 58 150 39%
Annual (H1H) 14 NA 14 75 18%
69
TABLE 20. NO2 CUMULATIVE AAQS IMPACT ANALYSIS - SUMMARY
Combined CCC and Off-site Sources (20D Sources)
Averaging Period Cumulative
Source Impact (μg/m3)
Background Concentration
(μg/m3)
Total Concentration*
(μg/m3)
AAQS (μg/m3)
Percent of AAQS
1-Hour (98%) NA NA 378 188 201%
* Background concentrations included in the NO2Post output provided within this table.
TABLE 21. LEAD AAQS IMPACT ANALYSIS - SUMMARY
Averaging Period Total Source
Impact (μg/m3)
Background Concentration
(μg/m3)
Total Concentration
(μg/m3)
AAQS (μg/m3)
Percent of AAQS
Monthly (H1H) 1.76E-03 NA 1.76E-03 NA NA
3-Month Rolling 0.00E+00 NA 0.00E+00 1.50E-01 0.00%
70
5.3.2 NO2 Cause and Contribute Analysis
The cumulative 1-hour NO2 AAQS impacts indicate there were modeled potential
exceedances. Because this receptor location is within a 1000 meter grid spacing, a “hot-spot”
analysis was conducted by creating a 100 meter grid spacing surrounding this receptor. This was
performed, as required by DAQ guidance and ensures that the highest potential exceedance was
identified. Also, as previously noted, the modeling does not exclude any offsite industrial
properties with restricted access that would otherwise be excluded from compliance modeling
for individual sources. As shown in Table 20, the worst case receptor is 201% of the 1-hour
NAAQS. It was also shown within Table 12 that the modeled SIL values for CCC were 28
μg/m3. This modeled SIL value is an averaged value of the H1H modeled results, which is
significantly higher than the 98% value modeled within the NAAQS demonstration. As a
conservative demonstration, subtracting the SIL results from the cumulative NAAQS results
would yield 350 μg/m3, which is still 162 μg/m3 greater than the NAAQS. This would suggest
that these potential exceedances are present as a result of the offsite sources alone and CCC does
not cause these potential exceedances. To demonstrate CCC had no significant impact to these
receptors, a cause and contribute analysis was performed.
In order to evaluate the NO2 impact, a POST file was created for the ALL source
category when both the “CCC Sources” and the “Cumulative Sources NAAQS” modeling was
conducted. Two third-party post processing programs were also used to evaluate these two
POST files. These programs were NO2Post (version 2.1) and Contribution Analyst (version
1.1), both developed by Bee-Line Software. As mentioned previously, a POST file was created
during the Cumulative Sources NAAQS modeling. This POST file was post-processed via
NO2Post to analyze each hour for each receptor to determine the 98th percentile values for all
receptors within the modeling domain. The established background values were also input into
NO2Post via a user created file named “NO2Background.txt”. NO2Post was set to create a
secondary output file (named “NO2Post_CA.txt”), that records those receptors that modeled
above the NAAQS for use in the post-processor program called Contribution Analyst. Based
upon this post-processing, a total of 910 receptors required further analysis.
Contribution Analyst was used to analyze the modeled data on a temporal and spatial
basis. To accomplish this analysis the POST files from the CCC only modeling were input into
71
the post-processor along with the output file from the NO2Post program (“NO2Post_CA.txt”).
This post processor reads in the receptors that exceeded the NAAQS (including background
values) from the “NO2Post_CA” file. Once it identifies these receptors, Contribution Analyst
reads in the temporal values from both the CCC Only modeling for each identified receptor
where an exceedance was identified. The data is then paired for comparison to determine what
the highest modeled contribution of CCC sources was to the modeled exceedances.
As a result, it was determined that CCC contributes well below the established SIL at all
identified receptors. As a demonstration of this, Table 22 provides the single highest
contribution made by CCC to one of the identified modeled potential exceedances. Note that the
receptor was chosen for demonstration based on the highest CCC impact and does not represent
the highest modeled potential cumulative impact. A complete output of these post-processed
results is provided in Appendix F.
TABLE 22. NO2 CAUSE AND CONTRIBUTE EXAMPLE OUTPUT
Modeled Receptor #787 218,547.00 Easting 3,794,348 Northing
Modeled Period Cumulative Impacts* (μg/m3)
CCC Only Impacts (μg/m3) Year Month Day Hour
88 05 05 09 183.7 6.37
89 04 01 23 185.3 0.00
90 03 021 05 198.3 0.00
91 08 17 10 188.0 1.44
92 04 12 14 191.5 0.50
Average 189.4 1.66
*Modeled concentrations include background values
72
5.4 Toxic Air Pollutants
DENR requires that a modeling demonstration be provided showing that the proposed
source emissions do not exceed the Toxics Significant Ambient Air Concentrations (SAAC) at
15A NCAC 02D.1104. The potential emissions from all CCC sources were modeled for those
air toxics that exceeded the toxic air pollutant permitting emission rates (TPER) at 15A NCAC
02Q.0702.
Table 23 provides air dispersion modeling results for all toxic air pollutants that required
modeling, all values presented are H1H values. Overall, the impacts for each averaging period is
less than the applicable SAAC.
5.5 Additional Impacts Analysis
PSD review requires an analysis of any potential impairment to visibility, soils, and
vegetation that may occur as a result of the proposed CCC sources. The review also requires an
analysis of the air quality impact projected for the area as a result of general commercial,
residential, industrial, and other growth associated with the proposed project.
5.5.1 Soils and Vegetation
The AAQS were designed to protect the public health (primary standards) and welfare
(secondary standards) from known or anticipated adverse effects and include a margin of safety.
Factors that were considered in designing the standards included vegetation effects, soil effects,
and material damage effects. Modeling of all the proposed and existing emissions for the AAQS
analysis indicated that the maximum concentrations for all averaging times were less than each
applicable AAQS.
In an effort to further evaluate the potential impacts of CCC on the surrounding soils and
vegetation, a more refined analysis of this area has been completed and will be submitted under
separate cover as Appendix H to this report.
73
TABLE 23. TOXIC AIR POLLUTANTCOMPLIANCE DEMONSTRATION
Pollutant Averaging Period
Maximum Concentration
(μg/m3)
SAAC (μg/m3)
Percent of SAAC
Ammonia 1 Hour 3.18E-01 2.70E+03 0.01%
Arsenic Annual 7.00E-05 2.30E-04 30.43%
Benzene Annual 1.33E-03 1.20E-01 1.11%
Beryllium Annual 2.00E-05 4.10E-03 0.49%
Cadmium Annual 2.00E-05 5.50E-03 0.36%
Chromium (VI) Soluble Chromate 24 Hour 1.80E-04 6.20E-01 0.03%
Chromium (VI) Bioavailable Chromate Annual 3.00E-05 8.30E-05 36.14%
Fluorides 1 Hour 2.87E-02 2.50E+02 0.01%
24 Hour 4.13E-03 1.60E+01 0.03%
Formaldehyde 1 Hour 1.46E-02 1.50E+02 0.01%
Hydrogen Chloride 1 Hour 5.32E-01 7.00E+02 0.08%
Manganese 24 Hour 1.25E-02 3.10E+01 0.04%
Mercury 24 Hour 1.70E-04 6.00E-01 0.03%
74
5.5.2 Growth Impacts
A growth analysis includes a projection of the associated industrial, commercial and
residential source growth that will occur in the area due to the source. CCC estimates that the
project will create approximately 160 permanent jobs onsite and an additional 350 jobs in the
area to support the operations of the facility after startup. CCC plans to fill as many of the
permanent positions as possible by training local people. During the 2-year construction phase,
there will be approximately 800 contracting jobs.
CCC estimates that once operational, there will be about 64,100 truck trips and 58,400
passenger vehicle trips to the plant per year. The Draft Traffic Study concludes that this traffic is
within the operational loads of the existing roads and no upgrades are necessary.
The secondary emissions related to the project, which under the PSD rules do not include
mobile source tailpipe emission, are not expected to have an adverse impact on local ambient air
quality.
5.5.3 Visibility
Visibility impacts for affected Class I areas were calculated using a long range transport
model, i.e., CALPUFF. The results of this and the other Class I area impacts are presented in a
separate report.
DENR also requires demonstration that no adverse visibility impacts will occur in the
Class II areas as a result of this proposed project. As per Section 6.0, Visibility Impairment, of
the North Carolina PSD Modeling Guidance (September 2010), a visibility impact analysis was
conducted to evaluate impacts that occur within the area affected by emissions from the
proposed CCC facility. As per the clarifications for such an analysis from DENR (email from
Chuck Buckler, DENR, to Josh Dunbar, Environmental Quality Management dated January 7,
2008), a screening analysis using the EPA VISCREEN Model (Workbook for Plume Visual
Impact Screening and Analysis, EPA-450/4-88-015, Research Triangle Park, NC, 1988 and
Tutorial Package for the VISCREEN Model, EPA, Research Triangle Park, NC, 1992) was
conducted. A methodology for applying VISCREEN was followed whereby various distances
from the proposed CCC facility were modeled (from 10 km to 110 km) as if a Class II area of
interest were present at that distance (in VISCREEN, distances to specific Class I areas are input
75
but in this case distances to hypothetical Class I areas were used). Figure 7 shows a few of the
distances considered in the VISCREEN analysis. VISCREEN was applied using the model
defaults for emissions and meteorology along with CCC facility emissions for PM10 and NOx
and visual background range specified by DENR (80 km). The output from each successive
VISCREEN run was examined to determine compliance with the color difference parameter
(Delta-E) and the plume contrast using three wavelengths of light (0.4, 0.55, and 0.7 mm) against
both a sky background and a terrain background. The assumed observer stands at the nearest
edge of the area of the distance range of interest. The observer is modeled to be looking back
towards the facility outside of the area as well as within the area out to the outer edge of the area
of interest.
The methodology that was followed was as follows:
1. Assume a circular hypothetical Class I area of 5 km in width with its nearest downwind edge 10 km from the CCC facility in Castle Hayne, NC.
2. Initiate VISCREEN with all model defaults for a Level-1 screening analysis including emissions for primary NO2, soot, and primary SO4, worst case meteorology, and the critical threshold levels for Delta-E and contrast (2.00 and 0.05, respectively).
3. Set the background visual range to 80 km as specified by DENR (even though the background visual map of the U.S. in Figure 4-3 of the Tutorial Package for the VISCREEN Model shows a background visual range of no more than 20 km in this locale).
4. Use the maximum hourly emissions of NOx and PM10 for all sources combined at the proposed CCC facility – NOx, 498.61 lb/h and PM10, 120.69 lb/h.
5. Set the distances as required for each individual VISCREEN run of each hypothetical Class I area: a. Distances between CCC and observer – 10, 15, 20…….110km b. Distances between CCC and closest area boundary – 10, 15, 20…….110km c. Distances between CCC and farthest area boundary – 15, 20, 25…….115km
6. Run VISCREEN for each set of distances.
7. Determine at what distance (ring) both the Delta-E and contrast are compliant.
8. Determine if any areas of interest are within that distance.
76
Figure 7. Layout of Selected Distances Considered in the VISCREEN Analysis
77
The summary printouts from the VISCREEN Model are attached in Appendix G. The
compliant distance was reached in the modeling for the color difference parameter and contrast
for both sky and terrain background inside and outside a hypothetical Class I area at 95 km. The
nearest Class I areas to the proposed CCC facility, namely, Swanquarter National Wildlife
Refuge located 170 km to the northeast and Cape Romain National Wildlife Refuge located 220
km to the south southwest were reviewed. As neither one of the areas lie within the compliance
distance of 95 km and no other parks or other natural public areas will be adversely affected, it is
concluded that no scenic vistas in North Carolina (or other nearby states as well) will be affected
by the construction and operation of the proposed CCC facility.
A-1
APPENDIX A
20D ANALYSIS/OFF-SITE SOURCE INVENTORY
Carolinas Cement Company
Plant Name Location Distancekm NAAQS PSD
Oldecastle - Adams Products Co. Castle Hayne 2.7 XArcher Daniels Midland Co. Brunswick Co. 50.1Barnhill Contracting Co. Castle Hayne 6.0 XCEMEX, Inc. Castle Hayne 0.5 XCorning Inc. Wilmington 14.0 X XCP&L Progress Energy - Sutton Plant Wilmington 16.5 X XDAK Americas LLC Brunswick Co. 19.0 XDel Laboratories, Inc. Pender Co. 7.1 XElementis Chromium Castle Hayne 1.7 XGeneral Electric Company Wilmington 9.4 X XInternational Paper - Riegelwood Mill Columbus Co. 34.1 XInvista, S.a.r.l. Wilmington 14.3 XMartin Marietta Materials - Rocky Point Pender Co. 6.0 XNew Hanover Co. WASTEC Wilmington 15.1NuStar Asphalt Refining, LLC Wilmington 23.7Primary Energy of NC - Southport Plant Brunswick Co. 50.4Ready Mixed Concrete Co - Scotts Hill Pender Co. 7.8 XReady Mixed Concrete Co - Wilmington Wilmington 8.2 XS & W Ready Mix Concrete Castle Hayne 3.0 XSouthern States Chemical Wilmington 15.3Wilbara, LLC Wilmington 13.8
PM10 Sources
OFF-SITE SOURCES TO BE INCLUDED IN PM10 CUMULATIVE MODELING
CCC PM10 20D Analysis.xls 1 of 22
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
FINAL SOURCE LIST
Model ID COUNTY PLANT NAME PERMIT # POLLU-TANT
Allowable Emissions ST
(lb/hr)
Allowable Emissions LT
(lb/hr)
Allowable Emissions
(<=TPY)
UTM EAST
UTM NORTH
UTM ZONE STACK* * REL PT
TYPEHT
(FT)DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
GAS TEMP (0F)
Within SIA?
20D_PM01 Brunswick DAK Americas LLC 03033 PM10 173.12 173.12 758.27 772.51 3,801.50 17 ES-01 02 175.00 5.18 68.00 85,982.40 350.00 No20D_PM02 Columbus International Paper - Riegelwood Mill 03138 PM10 656.39 500.42 2,191.82 756.39 3,804.53 17 RB5 02 250.00 14.80 57.10 589,387.16 393.00 No20D_PM03 New Hanover Barnhill Contracting Company 02905 PM10 22.83 22.83 100.00 234.14 3,803.31 18 RP1 Asphalt plan 02 30.00 5.50 59.80 85,245.00 240.00 No20D_PM04 New Hanover CP&L Co d/b/a Progress Energy Caro 01318 PM10 906.95 906.95 3,972.44 225.38 3,797.40 18 Unit 3 stack 02 551.00 16.40 117.10 1,484,175.83 297.00 No20D_PM05 New Hanover CEMEX, Inc. 05558 PM10 2.58 2.58 11.30 238.18 3,807.61 18 ERP-G1 Silo 1-1 02 150.00 1.67 64.10 8,424.26 120.00 YES20D_PM06 New Hanover CEMEX, Inc. 05558 PM10 0.74 0.74 3.24 238.18 3,807.61 18 ERP-G2 Truck Lo 02 150.00 0.92 60.60 2,417.07 120.00 YES20D_PM07 New Hanover CEMEX, Inc. 05558 PM10 1.97 1.97 8.65 238.18 3,807.61 18 ERP-G5 Masonry 02 150.00 0.92 161.60 6,445.52 120.00 YES20D_PM08 New Hanover CEMEX, Inc. 05558 PM10 2.09 2.09 9.17 238.18 3,807.61 18 ERP-H1 M Packi 02 68.00 1.17 106.00 6,837.83 120.00 YES20D_PM09 New Hanover CEMEX, Inc. 05558 PM10 2.76 2.76 12.11 238.18 3,807.61 18 ERP-I1-2 C Pack 02 68.00 1.50 85.80 9,097.26 120.00 YES20D_PM10 New Hanover Corning Incorporated 03809 PM10 35.62 35.62 156.00 235.71 3,793.59 18 Stack 3 02 120.00 4.25 121.00 102,992.20 118.00 No20D_PM11 New Hanover Elementis Chromium 02937 PM10 145.81 94.12 412.24 236.91 3,806.94 18 EP101 Main stac 02 175.00 14.00 28.90 266,928.56 277.00 YES20D_PM12 New Hanover Elementis Chromium 02937 PM10 0.12 0.12 0.52 236.91 3,806.94 18 EP102 Process t 02 62.00 2.00 64.40 12,139.11 83.00 YES20D_PM13 New Hanover Elementis Chromium 02937 PM10 0.17 0.17 0.74 236.91 3,806.94 18 EP103 Recycle a 02 58.00 2.00 38.00 7,162.83 109.00 YES20D_PM14 New Hanover Elementis Chromium 02937 PM10 0.06 0.06 0.28 236.91 3,806.94 18 EP104 Recycle v 02 62.00 2.00 64.40 12,139.11 83.00 YES20D_PM15 New Hanover Elementis Chromium 02937 PM10 0.18 0.18 0.78 236.91 3,806.94 18 EP105 Recycle v 02 66.00 2.00 69.70 13,138.14 92.00 YES20D_PM16 New Hanover Elementis Chromium 02937 PM10 0.47 0.47 2.04 236.91 3,806.94 18 EP111 Quench ta 02 123.00 4.50 44.80 42,750.79 133.00 YES20D_PM17 New Hanover Elementis Chromium 02937 PM10 0.47 0.47 2.04 236.91 3,806.94 18 EP112 Quench ta 02 123.00 4.50 44.80 42,750.79 133.00 YES20D_PM18 New Hanover Elementis Chromium 02937 PM10 0.47 0.47 2.04 236.91 3,806.94 18 EP113 Quench ta 02 123.00 4.50 44.80 42,750.79 133.00 YES20D_PM19 New Hanover Elementis Chromium 02937 PM10 0.25 0.25 1.12 236.91 3,806.94 18 EP116 Filter vent 02 80.00 2.00 66.70 12,572.65 92.00 YES20D_PM20 New Hanover Elementis Chromium 02937 PM10 0.09 0.09 0.40 236.91 3,806.94 18 EP118 3 tanks 02 82.00 1.00 48.50 2,285.50 161.00 YES20D_PM21 New Hanover Elementis Chromium 02937 PM10 0.09 0.09 0.38 236.91 3,806.94 18 EP119 Evap/tank 02 68.00 1.50 43.30 4,591.04 147.00 YES20D_PM22 New Hanover Elementis Chromium 02937 PM10 0.08 0.08 0.34 236.91 3,806.94 18 EP119A Acid/tan 02 63.00 1.60 37.70 4,548.02 112.00 YES20D_PM23 New Hanover Elementis Chromium 02937 PM10 0.16 0.16 0.71 236.91 3,806.94 18 EP120 Tank vent 02 82.00 2.00 29.90 5,636.01 127.00 YES20D_PM24 New Hanover Elementis Chromium 02937 PM10 0.00 0.00 0.02 236.91 3,806.94 18 EP121 10 tanks 02 38.00 0.80 31.90 962.08 103.00 YES20D_PM25 New Hanover Elementis Chromium 02937 PM10 0.19 0.19 0.82 236.91 3,806.94 18 EP123 Chrystalliz 02 66.00 2.30 36.60 9,123.84 81.00 YES20D_PM26 New Hanover Elementis Chromium 02937 PM10 0.02 0.02 0.08 236.91 3,806.94 18 EP124 Chromic a 02 157.00 2.20 90.60 20,664.01 103.00 YES20D_PM27 New Hanover Elementis Chromium 02937 PM10 8.60 1.60 7.00 236.91 3,806.94 18 EP127 ES-20 Dry 02 133.00 3.90 46.50 33,329.07 122.00 YES20D_PM28 New Hanover Elementis Chromium 02937 PM10 0.03 0.03 0.12 236.91 3,806.94 18 EP132 Reject filte 02 84.00 1.50 71.00 7,528.04 84.00 YES20D_PM29 New Hanover Elementis Chromium 02937 PM10 0.04 0.04 0.19 236.91 3,806.94 18 EP133 Reject filte 02 82.00 0.70 58.40 1,348.49 130.00 YES20D_PM30 New Hanover Elementis Chromium 02937 PM10 0.03 0.03 0.13 236.91 3,806.94 18 EP138 Fines sys 02 84.00 1.20 19.80 1,343.59 72.00 YES20D_PM31 New Hanover Elementis Chromium 02937 PM10 0.13 0.13 0.58 236.91 3,806.94 18 EP139 Salt cake 02 64.00 1.50 28.50 3,021.81 100.00 YES20D_PM32 New Hanover Elementis Chromium 02937 PM10 0.56 0.56 2.47 236.91 3,806.94 18 EP-2USF Steam 02 65.00 1.67 50.80 6,676.32 114.00 YES20D_PM33 New Hanover Elementis Chromium 02937 PM10 0.18 0.18 0.79 236.91 3,806.94 18 EP-4USF Silo 03 80.00 1.00 44.50 2,097.01 120.00 YES20D_PM34 New Hanover Elementis Chromium 02937 PM10 0.18 0.18 0.79 236.91 3,806.94 18 EP-5USF Silo 03 80.00 1.00 44.50 2,097.01 120.00 YES20D_PM35 New Hanover Elementis Chromium 02937 PM10 0.09 0.09 0.39 236.91 3,806.94 18 Fugitives 01 10.00 1.00 0.20 9.42 72.00 YES20D_PM36 New Hanover General Electric Company 01161 PM10 22.83 22.83 100.00 231.05 3,801.71 18 AE2 02 46.00 1.33 63.00 5,251.51 66.00 No20D_PM37 New Hanover Invista, S.a.r.l. 00164 PM10 271.16 251.14 1,100.00 225.91 3,800.68 18 HTR5 02 150.00 5.50 47.41 67,590.00 473.00 No20D_PM38 New Hanover Oldecastle - Adams Products Co 09092 PM10 11.42 11.42 50.00 236.48 3,805.50 18 ERP 02 50.00 2.00 30.00 5,654.86 72.00 YES20D_PM39 New Hanover Ready Mixed Concrete Company - Wilmington 06936 PM10 7.20 7.20 31.54 243.12 3,800.60 18 ERP-1 02 25.00 2.00 20.00 3,769.91 68.00 No20D_PM40 New Hanover S & W Ready Mix Conc - Castle Hayne 08385 PM10 10.80 10.80 47.30 236.60 3,805.03 18 ERP-1 02 25.00 2.00 27.00 5,089.38 72.00 YES20D_PM41 Pender Del Laboratories, Inc. 08858 PM10 0.11 0.11 0.50 231.42 3,807.43 18 B-1 02 30.00 1.00 40.00 1,884.95 250.00 YES20D_PM42 Pender Del Laboratories, Inc. 08858 PM10 0.29 0.29 1.25 231.42 3,807.43 18 MR-1 02 30.00 0.50 50.00 589.04 70.00 YES20D_PM43 Pender Del Laboratories, Inc. 08858 PM10 0.29 0.29 1.25 231.42 3,807.43 18 PW-1 02 30.00 0.50 50.00 589.04 70.00 YES20D_PM44 Pender Martin Marietta Materials, Inc. - Rocky Point 05131 PM10 4.04 4.04 17.70 236.36 3,812.97 18 ERP1 01 10.00 1.00 0.20 9.42 72.00 YES20D_PM45 Pender Ready Mixed Concrete Company - Scotts Hill 06078 PM10 0.87 0.87 3.83 244.44 3,802.19 18 ERP-Baghouses 02 30.00 2.70 17.00 5,840.06 68.00 YES
New Hanover CP&L - SUTTON 1318R10 TSP 3.05 3.05 225.38 3,797.40 18 Unit 3 stack 02 551.00 16.40 117.10 1,484,175.83 297.00 NoNew Hanover CP&L - SUTTON 1318R11 TSP 3.05 3.05 225.38 3,797.40 18 Unit 3 stack 02 551.00 16.40 117.10 1,484,175.83 297.00 NoNew Hanover CORNING INCORPORATED 3809R15 TSP 3.00 3.00 235.71 3,793.59 18 Stack 3 02 120.00 4.25 121.00 102,992.20 118.00 NoNew Hanover CORNING INCORPORATED 3809R19 TSP 10.10 10.10 235.71 3,793.59 18 Stack 3 02 120.00 4.25 121.00 102,992.20 118.00 NoNew Hanover CORNING INCORPORATED 3809R30 TSP 2.28 2.28 235.71 3,793.59 18 Stack 3 02 120.00 4.25 121.00 102,992.20 118.00 NoNew Hanover CORNING INCORPORATED 3809R32 TSP 8.03 8.03 235.71 3,793.59 18 Stack 3 02 120.00 4.25 121.00 102,992.20 118.00 NoNew Hanover CORNING INCORPORATED 3809R33 TSP 2.64 2.64 235.71 3,793.59 18 Stack 3 02 120.00 4.25 121.00 102,992.20 118.00 NoNew Hanover GENERAL ELECTRIC CO., WILM 1756R04 TSP 1.50 1.50 231.05 3,801.71 18 AE2 02 46.00 1.33 63.00 5,251.51 66.00 NoNew Hanover GENERAL ELECTRIC CO., WILM 1756R08 TSP 2.60 2.60 231.05 3,801.71 18 AE2 02 46.00 1.33 63.00 5,251.51 66.00 No
NOTES: *All stacks are included for sources inside the SIA. For sources outside the SIA, the dominant or most representative stack is used for modeling all of that source's emissions.
PSD_PM03
PSD_PM02
PSD_PM01
PSD INCREMENT SOURCES
Page 2 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC EMISSIONS
(TONS) POLLUTANT
WIRO Brunswick Leland American Distillation, Inc. 07627 R04 775.97 3,795.96 17 ERP-100 BOILER 100 STACK 0.20 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 3 ep3 &4 0.20 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 5 5 1.31 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 47 Ep47 0.45 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 10 & 11 EP10 & EP11 0.02 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 21 & 22 turbines w/ steam inj 0.77 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 25, 38 EP25, EP38 0.14 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 7,8 EP7, EP8 0.01 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 ep1 ce1 0.04 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 ep-2 eu2 0.21 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 EP46 EP46 0.43 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 ep-48 diesel emer gen 0.03 PM10WIRO Brunswick Southport Archer Daniels Midland Company 02502 T19 223.25 3,759.62 18 EU30 EU30 1.53 PM10WIRO Brunswick Leland Boggs Materials Inc 08833 R03 770.50 3,794.01 17 ERP-2 Plant #2 stack 1.80 PM10WIRO Brunswick Leland Boggs Materials Inc 08833 R03 770.50 3,794.01 17 Rap Rap Fugitives 0.40 PM10WIRO Brunswick Leland Carolina Pole Leland, Inc. 03753 R09 769.40 3,794.03 17 ERP1 Stack for boiler 5.31 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 A-15 VERTICAL 1.45 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 A-16 VERTICAL 1.45 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 A-25 vertical 1.55 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 A-32 VERTICAL 3.74 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 A-32A VERTICAL 3.74 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 A-37 VERTICAL 3.74 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 A-44 vertical 0.19 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 ES-01 vertical 3.15 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 ES-02 vertical 3.15 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 ES-03-04 vertical 16.76 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 ES-07-09-10 vertical 16.27 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 ES-11-12-13-14 vertical 16.27 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 FUG fugitives 4.48 PM10WIRO Brunswick Leland DAK Americas LLC 03033 T40 772.51 3,801.50 17 Gly-1 VERTICAL 0.06 PM10WIRO Brunswick Leland Malmo Asphalt Plant 08716 R02 766.62 3,795.32 17 EP1 Baghouse on Drum Mixer 1.06 PM10WIRO Brunswick Leland Malmo Asphalt Plant 08716 R02 766.62 3,795.32 17 IEP4 One No. 2 Fuel Oil-Fired Asphalt Tank Heater 0.10 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 1 Unit 1 stack 30.20 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 2 Unit 2 stack 33.39 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 ash pumps Ash Vacuum Pump Stacks 0.08 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 coal handling coal handling 0.05 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 cooling towers cooling towers 8.63 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 fire pump Fire Pump Stack 0.01 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 Roads Fugitive Dust from Plant Road 0.09 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 silos silo stacks 0.01 PM10WIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport Plant 05884 T07 776.18 3,759.85 17 Wood Handling Wood Handling 0.26 PM10WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 AUX B Auxboiler Stack 0.03 PM10WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN A Emergency Diesel Generator A 0.11 PM10WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN B Emergency Diesel Generator B 0.11 PM10WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN C Emergency Diesel Generator C 0.11 PM10WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN D Emergency Diesel Generator D 0.11 PM10WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN E Emergency Diesel Generator E 0.01 PM10WIRO Brunswick Leland Ready Mixed Concrete Company - Leland 05063 R12 774.91 3,790.37 17 ERP-Baghouses Plant Vents 1.18 PM10WIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - Bolivia 08825 R01 762.38 3,772.99 17 ERP-F1 Fugitive Emissions 2.42 PM10WIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - Bolivia 08825 R01 762.38 3,772.99 17 ERP-S2 Bag Filter Exhuast 0.01 PM10WIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - Bolivia 08825 R01 762.38 3,772.99 17 ERP-W1 Bag Filter Exaust 0.03 PM10WIRO Brunswick Southport Southport Concrete Corporation 08605 R04 766.57 3,758.34 17 ERP1 Baghouse Vents 3.03 PM10WIRO Brunswick Leland Technical Coating International, Inc. 07436 T06 773.91 3,789.87 17 EP-1 EP-1 0.00 PM10WIRO Brunswick Leland Technical Coating International, Inc. 07436 T06 773.91 3,789.87 17 EP-2 EP-2 0.00 PM10WIRO Brunswick Leland Technical Coating International, Inc. 07436 T06 773.91 3,789.87 17 EP-2A EP-2A 0.00 PM10WIRO Brunswick Leland Technical Coating International, Inc. 07436 T06 773.91 3,789.87 17 EP-3 EP-3 0.00 PM10WIRO Brunswick Leland Technical Coating International, Inc. 07436 T06 773.91 3,789.87 17 EP-3A EP-3A 0.00 PM10WIRO Brunswick Leland Technical Coating International, Inc. 07436 T06 773.91 3,789.87 17 EP-4 EP-4 0.00 PM10WIRO Brunswick Navassa US Marine Navassa 08882 T03 224.72 3,794.51 18 CS-1 ES-WW-1 Stack 0.04 PM10WIRO Brunswick Leland Victaulic Company 07814 R06 769.77 3,794.48 17 Rubber Process exhaust from rubber curing ovens 0.11 PM10WIRO Columbus Riegelwood Hexion Acme Facility 01394 T39 757.34 3,801.92 17 001-01 boiler 2.50 PM10WIRO Columbus Riegelwood Hexion Acme Facility 01394 T39 757.34 3,801.92 17 001-02,02c,0... various Hex paraf bf's 3.31 PM10WIRO Columbus Riegelwood Hexion Acme Facility 01394 T39 757.34 3,801.92 17 001-02b hex cat ox 0.03 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 cw-1 vertical 6.24 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 Fug. Fugitive 0.20 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 HRDS Haul Road Fugitives 5.82 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 J-009-030 fugitive 14.94 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 JA301 vertical 0.01 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 JA306 Vertical 0.01 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 JA307 Vertical 0.01 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 JA322 Vertical 0.01 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 K4001 vertical 2.42 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 LK3 Vertical 4.04 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 PB1 vertical 7.55 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 pb2 vertical 42.02 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 PB5 Vert. 43.38 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 RB3 vertical 10.01 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 RB5 vertical 34.48 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 RLS Vertical 0.63 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 SLK3 vertical 1.14 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 SLK6 Vertical 1.14 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 ST3 vertical 17.02 PM10
Page 3 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC EMISSIONS
(TONS) POLLUTANT
WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 ST4 vertical 17.02 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 ST5a vertical 17.02 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 ST5b vertical 17.02 PM10WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R32 756.39 3,804.53 17 V-139 Vert. 0.01 PM10WIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber Mill 02248 T22 751.33 3,803.16 17 A1-1 cyclone separator 0.05 PM10WIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber Mill 02248 T22 751.33 3,803.16 17 C1-1 verical w/cap 138.12 PM10WIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber Mill 02248 T22 751.33 3,803.16 17 fugl1-1 debark 1.04 PM10WIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber Mill 02248 T22 751.33 3,803.16 17 fugl1-2 log saw 15.10 PM10WIRO Duplin Rose Hill House of Raeford Farms, Inc. - Rose Hill 05001 R06 771.47 3,861.12 17 ES-2 Boiler Stack 1.18 PM10WIRO Duplin Teachey House of Raeford Farms, Inc. - Wallace Division 08720 R05 769.89 3,849.29 17 ERP-1 One stack for both boilers 0.11 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP01 Truck receiving pit 0.01 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP06 Ground grain distribution 0.01 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP07 Mixed feed distribution 0.21 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP11 Boiler 0.20 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP12 Boiler 0.20 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP13 Hammermill 1.75 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP14 Hammermill 1.75 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP15S1 1250 kw generator 0.01 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP15S2 1250 kw generator 0.01 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP16c Rail unloading - controlled bay 0.91 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP16f Rail unloading - fugative 0.12 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP17c Truck unloading - controlled bay 1.36 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RP17f Truck unloading- fugative 0.18 PM10WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R07 772.25 3,856.21 17 RPGR01 Pellet cooling 29.23 PM10WIRO Duplin Rose Hill Murphy Milling Company - Register Site 08462 R03 229.37 3,860.14 18 ERP-1 SILOS 0.03 PM10WIRO Duplin Rose Hill Murphy Milling Company - Register Site 08462 R03 229.37 3,860.14 18 ERP-2 Truck Receiving 0.04 PM10WIRO Duplin Rose Hill Murphy Milling Company - Register Site 08462 R03 229.37 3,860.14 18 ERP-3 Truck Loadout 0.13 PM10WIRO Duplin Rose Hill Murphy Milling Company - Register Site 08462 R03 229.37 3,860.14 18 ERP-4 Column Dryer 0.13 PM10WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R10 772.08 3,855.84 17 RP01R No.2 oil-fired boiler 0.24 PM10WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R10 772.08 3,855.84 17 RP1 Ingredient dump bag filter 0.01 PM10WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R10 772.08 3,855.84 17 RP10 Truck loadout 2.62 PM10WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R10 772.08 3,855.84 17 RP2 Pellet cooler system 14.82 PM10WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R10 772.08 3,855.84 17 RP3&4 Hammermill 4.12 PM10WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R10 772.08 3,855.84 17 RP5 grain drier 0.08 PM10WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R10 772.08 3,855.84 17 RP9 Railcar receiving 0.40 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 B1 Boiler Stack #1 0.82 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 B2 Boiler Stack #2 1.19 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E101 Bagfilter on Hammermill Line #1 0.85 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E102 Hammermill Line 2 with Bagfilter 0.85 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E103 Receiving and Distribution area with Bagfilter 1.70 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E104 Storage Bin (100) with bagfilter 0.03 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E105 Storage Bin(111) with Bagfilter (105) 0.03 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E106 Storage Bin (125) with bagfilter (106) 0.15 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E109 Storage Bin (ES-009) with Bagfilter (109) 5.82 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E110 Storage Bin (ES-010) with bagfilter (110) 5.82 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E111 Pellet Line No. 1 (ES-011) with three parallel cyclones (111) 8.31 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E112 Pellet Line No. 2 (ES-012) with three parallel cyclones (112) 8.31 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E114 Hammermill Line 3 with Bagfilter 0.85 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 E115 Pellet Line No. 3 (ES-015) with three parallel cyclones (115) 8.31 PM10WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R07 770.95 3,860.77 17 Receiving Truck pits, Rail pits, and Receiving 0.83 PM10WIRO Duplin Rose Hill Rose Hill Animal Disease Diagnostic Laboratory 06210 R05 771.69 3,858.88 17 RP-INC-1 Incinerator release point 0.01 PM10WIRO Duplin Rose Hill Valley Proteins Inc 05127 T18 770.95 3,858.95 17 EP1-6 GROUPED PROCESS VENTS 27.91 PM10WIRO New Hanover Wilmington Apex Oil Company, Inc. 02581 R19 228.20 3,786.97 18 ESH1 One No. 2 fuel-oil-fired hot-oil heater (ID No. ES-H1, 10.0 MM Btu/hr.) 0.05 PM10WIRO New Hanover Wilmington Apex Oil Company, Inc. 02581 R19 228.20 3,786.97 18 ESH2 One No. 2 fuel-oil-fired hot-oil steam boiler (ID No. ES-H2, 12.5 MM Btu/hr.) 0.05 PM10WIRO New Hanover Castle Hayne Barnhill Contracting Company 02905 R15 234.14 3,803.31 18 RP1 Bag house stack, on 425 TPH Asphalt plant 3.33 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 D2603 silencer on Vitamin C granulator exhaust fan FA-2604 11.90 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 F2602 fan from bag filter for hopper 2604 0.21 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 F2636A fan for bagfilter F2636 A 0.12 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 FA1401 fan for bag filter on GR-1401 - used to be called FN-1131 in earlier permits 0.97 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 FA2601 fan for bagfilter BF2601 on crusher SR-2601 0.85 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 FA2611 fan discharge from filter baghopuse 3.38 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 FA2637 fan for bagfilter F-2637 off of crushers SR2636A/B 0.99 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 FA2639A fan for bag filter F2639A 0.12 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 FA2641 fan for bagfilter F2641 off of WC2659/60/65/66 1.97 PM10WIRO New Hanover Wilmington BASF Corporation 05591 R22 775.23 3,803.12 17 ST1970 STACK 0.10 PM10WIRO New Hanover Wilmington Bradley Creek Pump Station 05778 R07 238.85 3,789.58 18 ERP-1 Generator Stack 0.01 PM10WIRO New Hanover Wilmington Carolina Marine Terminal 09210 R03 228.15 3,786.86 18 EP-10 thru 16 Fugitive Releases from Unloading, Handling & Storage of Chromium Ore 5.92 PM10WIRO New Hanover Wilmington Carolina Marine Terminal 09210 R03 228.15 3,786.86 18 EP-7 thru 9 Fugitive Emissions from Urea Unloading and Handling 0.31 PM10WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy Caro 01318 T23 225.38 3,797.40 18 F1 Coal Fugitives 0.94 PM10WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy Caro 01318 T23 225.38 3,797.40 18 F2 Barge Coal Hopper 0.12 PM10WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy Caro 01318 T23 225.38 3,797.40 18 F3 Barge Coal Conveyer 0.18 PM10WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy Caro 01318 T23 225.38 3,797.40 18 ICT1 IC TURBINE 1 STACK 0.06 PM10WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy Caro 01318 T23 225.38 3,797.40 18 ICT2A IC TURBINE 2A STACK 0.18 PM10WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy Caro 01318 T23 225.38 3,797.40 18 ICT2B IC TURBINE 2B STACK 0.18 PM10WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy Caro 01318 T23 225.38 3,797.40 18 UNIT 1 UNIT 1 & 2 STACK 355.76 PM10WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy Caro 01318 T23 225.38 3,797.40 18 Unit 3 Unit 3 stack 469.97 PM10WIRO New Hanover Castle Hayne Carolinas Cement Company, LLC 07300 R07 238.55 3,807.35 18 ERP-ES1 Rail Unloading 0.15 PM10WIRO New Hanover Castle Hayne Carolinas Cement Company, LLC 07300 R07 238.55 3,807.35 18 ERP-ES2 Truck loadout 0.01 PM10WIRO New Hanover Castle Hayne Carolinas Cement Company, LLC 07300 R07 238.55 3,807.35 18 ERP-ES4 Silo Vents 0.01 PM10WIRO New Hanover Castle Hayne CEMEX, Inc. 05558 R07 238.18 3,807.61 18 ERP-G1 Silo 1-11 0.31 PM10WIRO New Hanover Castle Hayne CEMEX, Inc. 05558 R07 238.18 3,807.61 18 ERP-G2 Truck Loading 0.08 PM10WIRO New Hanover Castle Hayne CEMEX, Inc. 05558 R07 238.18 3,807.61 18 ERP-G5 Masonary Silo 0.03 PM10
Page 4 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC EMISSIONS
(TONS) POLLUTANT
WIRO New Hanover Castle Hayne CEMEX, Inc. 05558 R07 238.18 3,807.61 18 ERP-H1 Masonary Packing 0.03 PM10WIRO New Hanover Castle Hayne CEMEX, Inc. 05558 R07 238.18 3,807.61 18 ERP-I1-2 Cement Packing 0.04 PM10WIRO New Hanover Wilmington CEMEX, Inc. 04983 R10 228.34 3,794.52 18 J1-4 Stack J-1 thru J-4 0.16 PM10WIRO New Hanover Wilmington CEMEX, Inc. 04983 R10 228.34 3,794.52 18 L-3 Truck Loading Stack 0.16 PM10WIRO New Hanover Wilmington Container Products Corporation 07195 R04 235.60 3,793.20 18 EP-3 Paint Booth stack 0.10 PM10WIRO New Hanover Wilmington Corbett Package Company 02148 R08 229.40 3,794.30 18 ERP-B1 boiler stack 0.36 PM10WIRO New Hanover Wilmington Corning Incorporated 03809 T45 235.71 3,793.59 18 3 3 5.68 PM10WIRO New Hanover Wilmington Corning Incorporated 03809 T45 235.71 3,793.59 18 4 4 1.71 PM10WIRO New Hanover Wilmington Corning Incorporated 03809 T45 235.71 3,793.59 18 6 6 0.01 PM10WIRO New Hanover Wilmington Corning Incorporated 03809 T45 235.71 3,793.59 18 7 Source 4 0.89 PM10WIRO New Hanover Wilmington Corning Incorporated 03809 T45 235.71 3,793.59 18 2a 2a 0.82 PM10WIRO New Hanover Wilmington Corning Incorporated 03809 T45 235.71 3,793.59 18 EPG1-5 emer gen 0.02 PM10WIRO New Hanover Wilmington Corning Incorporated 03809 T45 235.71 3,793.59 18 HB-22 all humidif boilers 0.01 PM10WIRO New Hanover Wilmington CTI of NC Inc 05870 T14 228.35 3,790.48 18 wil-1 350 boiler 0.15 PM10WIRO New Hanover Wilmington CTI of NC Inc 05870 T14 228.35 3,790.48 18 wil-2 30 hp boiler 0.01 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP101 EP101 71.59 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP102 EP102 0.13 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP103 EP103 0.38 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP104 EP104 0.07 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP105 EP105 0.20 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP111 EP111 0.27 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP112 EP112 0.26 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP113 EP113 0.26 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP116 EP116 0.57 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP118 EP118 0.21 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP119 EP119 0.19 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP119A EP119A 0.17 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP120 EP120 0.36 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP121 EP121 0.01 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP123 EP123 0.17 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP124 EP124 0.04 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP132 EP132 0.06 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP133 EP133 0.10 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP139 EP139 0.23 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP-2USF EP-2USF 18.49 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP-4USF EP-4USF 4.44 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP-5USF EP-5USF 4.44 PM10WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 Fugitives fugitives 0.13 PM10WIRO New Hanover Wilmington Fortron Industries LLC 07323 T16 225.47 3,800.73 18 ERP-603-2 PPS-Product Silo (TA-602) 0.04 PM10WIRO New Hanover Wilmington Fortron Industries LLC 07323 T16 225.47 3,800.73 18 ERP-FU-081 Oil-Fired Boiler Stack (FU-081) 0.69 PM10WIRO New Hanover Wilmington Fortron Industries LLC 07323 T16 225.47 3,800.73 18 ERP-FU-751a Thermal Oxidizer Stack 0.36 PM10WIRO New Hanover Wilmington Fortron Industries LLC 07323 T16 225.47 3,800.73 18 ERP-FU-751b Thermal Oxidizer Diverts Vent 0.09 PM10WIRO New Hanover Wilmington Fortron Industries LLC 07323 T16 225.47 3,800.73 18 ERP-MS-603-1 PPS Product Silo (TA-601) 0.04 PM10WIRO New Hanover Wilmington Fortron Industries LLC 07323 T16 225.47 3,800.73 18 ERP-MS-605 Product Bagging Operation 0.04 PM10WIRO New Hanover Wilmington Fortron Industries LLC 07323 T16 225.47 3,800.73 18 ERP-MS-726 Emergency Generator Stack 0.01 PM10WIRO New Hanover Wilmington General Electric Company 01161 R19 231.05 3,801.71 18 AE2 Stack 0.43 PM10WIRO New Hanover Wilmington General Electric Company 01756 R17 231.05 3,801.71 18 AE2 Stack 0.43 PM10WIRO New Hanover Wilmington Hess Corporation - Wilmington Terminal 03467 R21 228.39 3,790.09 18 B-1 Boiler Stack 0.43 PM10WIRO New Hanover Wilmington Hewletts Creek Pump Station 05779 R07 235.49 3,787.70 18 ERP-1 Generator Stack 0.02 PM10WIRO New Hanover Wilmington INVISTA S.a.r.l. 09708 R00 227.88 3,786.24 18 Boilers Boiler Stack 0.01 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 B7600 Resins heater 2.55 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 BLR1EP Boiler #1 1.89 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 BLR4EP Boiler #4 34.80 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 BLR5EP Boiler #5 47.01 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 DMTRAIL DMT RAILCAR LOADING 12.41 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 DMTREMELT DMT remelt hopper 0.11 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 FLAKEMAKERS DMT flake makers 0.06 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 G4074 PTA dryer scrubber 3.10 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 G-4904 Flare 1.45 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 HEATNEW Resins gas heater 0.01 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 HTR1 Heater 1 0.00 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 HTR3 Heater 3 39.55 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 HTR4 Heater 4 91.97 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 HTR5 Heater 5 42.24 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 L4080EP FABRIC FILTER STACK ON TPA GRINDER 0.02 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 L4081EP FABRIC FILTER ON TPA GRINDER 0.02 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 PTARAIL PTA railcar loading 0.88 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-4078 Fabric filter on PTA grinder feed bin 0.04 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-4083 PTA surge bins 0.08 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-4084A TPA bulk loading silo 0.02 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-4084B TPA bulk loading silo 0.02 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-4084C TPA bulk loading silo 0.02 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-4084D TPA bulk loading silo 0.01 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-4084E TPA bulk loading silo 0.01 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-4084F TPA bulk loading silo 0.01 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-61016 Multi-purpose still feed tank 2.01 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 T-69004 Residue burn tank 1.84 PM10WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T39 225.91 3,800.68 18 Tanks-11 MPME isomer tanks 2.33 PM10WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R12 228.66 3,794.59 18 1.7 1.7 mmbtu boiler stack 0.03 PM10WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R12 228.66 3,794.59 18 3.2 boiler stack 3.2 0.03 PM10WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R12 228.66 3,794.59 18 5.5 boiler stack 5.5 0.03 PM10WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R12 228.66 3,794.59 18 6 boiler stack 6 0.03 PM10
Page 5 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC EMISSIONS
(TONS) POLLUTANT
WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R12 228.66 3,794.59 18 120 Boiler Stack 12 0.03 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 B1 Boilers 0.13 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP1 Discharge at top of Cyclone #1 0.01 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP10 Vent above LVL line 1 1.79 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP11 Vent above LVL line 1 1.35 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP12 Vent above LVL line 2 1.35 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP13 Vent above LVL line 2 1.35 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP14 Vent above LVL line 2 1.35 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP15 Vent above LVL line 3 1.35 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP16 Vent above LVL line 3 1.35 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP2 Discharge at top of Cyclone #2 0.01 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP6 Discharge at top of Cyclone #4 0.07 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP8 Discharge at top of Cyclone #5 0.01 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 EP9 Vent above LVL Line 1 1.35 PM10WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R13 227.68 3,796.52 18 TB-1 Truck Bin Loadout Emissions 3.41 PM10WIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLC 02367 T21 231.00 3,793.64 18 cyclone cyclone stack 0.07 PM10WIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLC 02367 T21 231.00 3,793.64 18 Fug Fug 0.01 PM10WIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLC 02367 T21 231.00 3,793.64 18 pr1 pr1 0.07 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 01 Baghouse exhaust 1.75 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 03 Baghouse exhaust from #1 Calciner 1.00 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 04 Baghouse exhaust from #2 Calciner 1.09 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 05 Baghouse exhaust from Calcidyne #3 1.04 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 06 Baghouse exhaust from Calcidyne #4 1.10 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 07 Baghouse exhaust from Calcidyne #5 1.12 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 10 Baghouse exhaust from BET 1.38 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 19 Baghouse exhaust 9.44 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 20 Baghouse exhaust from stucco bins 0.14 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 12A Kiln exhaust zone 1 0.38 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 12B Kiln Exhaust Zone 2 0.38 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 12C Kiln exhaust zone 3 0.38 PM10WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 12D Kiln exhaust zone 4 0.38 PM10WIRO New Hanover Wilmington New Hanover County WASTEC 05151 R16 227.47 3,797.04 18 EP-1 1A Stack 4.91 PM10WIRO New Hanover Wilmington New Hanover County WASTEC 05151 R16 227.47 3,797.04 18 EP-2 2A Stack 4.43 PM10WIRO New Hanover Wilmington New Hanover County WASTEC 05151 R16 227.47 3,797.04 18 EP-3 3A Stack 10.49 PM10WIRO New Hanover Wilmington New Hanover County WASTEC 05151 R16 227.47 3,797.04 18 EP-3E SILO STACK 0.06 PM10WIRO New Hanover Wilmington NuStar Asphalt Refining, LLC 03571 T13 228.27 3,785.95 18 EP-40 STACK 0.94 PM10WIRO New Hanover Wilmington NuStar Asphalt Refining, LLC 03571 T13 228.27 3,785.95 18 EP-50 STACK 0.90 PM10WIRO New Hanover Castle Hayne Oldecastle - Adams Products Company 09092 R04 236.48 3,805.50 18 ERP Point and Fugitive Releases 1.81 PM10WIRO New Hanover Wilmington Ready Mixed Concrete Company - Wilmington 06936 R07 243.12 3,800.60 18 ERP-1 Baghouse Vents 0.46 PM10WIRO New Hanover Wilmington S & G Prestress Company 07778 R02 228.40 3,787.50 18 ERP-1&2 Cement Silo Vents 0.13 PM10WIRO New Hanover Castle Hayne S & W Ready Mix Concrete - Castle Hayne 08385 R04 236.60 3,805.03 18 ERP-1 Vent for Dust Collector 0.23 PM10WIRO New Hanover Wilmington S & W Ready Mix Concrete Co - Wilmington Plant 02537 R09 228.18 3,788.06 18 ERP-1 ERP-1 0.05 PM10WIRO New Hanover Wilmington S & W Ready Mix Concrete Co - Wilmington Plant 02537 R09 228.18 3,788.06 18 ERP-2 Truck load out area. 0.05 PM10WIRO New Hanover Wilmington Southern States Chemical 01853 T15 228.11 3,796.18 18 EP-1/2 plant 1 &2 ep 12.80 PM10WIRO New Hanover Wilmington Southern States Chemical 01853 T15 228.11 3,796.18 18 ERP-HR Haul Road Fugitives 2.33 PM10WIRO New Hanover Wilmington Vopak Terminal 02567 T21 228.11 3,789.19 18 Boilers BOILERS B1, B2, B3 and B4 0.05 PM10WIRO New Hanover Wilmington Vopak Terminal 02567 T21 228.11 3,789.19 18 FLARE FLARE 0.03 PM10WIRO New Hanover Wilmington Vopak Terminal South Wilmington 01429 R19 228.00 3,785.80 18 st1 two grouped boilers 0.65 PM10WIRO New Hanover Wilmington Wilbara, LLC 09904 R00 226.30 3,800.98 18 ES-1 Sulfuric acid plant stack 0.00 PM10WIRO New Hanover Wilmington Wilmington Materials 05144 R07 226.21 3,799.69 18 ERP-Crusher Crusher vent 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-280 IC engine test stations, Field Maint., Bldg. 280 0.05 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-280-10 106 0.05 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-286-10 STACK 529 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-286-11 543 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-286-12 132 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-286-13 133 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-286-14 STACK 531 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-286-15 STACK 520 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-442-03 Peak Generator 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-443-02 Peak Generator 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-FC-445-1 Peak Generator 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1041-01 100 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1202-02 219 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1202-04 220 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1202-06 STACK 473 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1202-10 STACK 462 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1202-78 102 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1249-03 103 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1410-03 STACK 667 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1502-10 STACK 668 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1700-01 Main steam plant boiler #1 (burning No. 2) 0.06 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1700-02 Main steam plant boiler #2 (burning No. 2) 0.06 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1700-03 Main steam plant boiler #3 (burning No. 2) 0.06 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1700-04 Main steam plant boiler #4 (burning No. 2) 0.06 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1700-1&2 Main steam plant boilers 1 & 2 4.98 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1700-14 STACK 670 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1700-3&4 Main steam plant boilers 3 & 4 4.98 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1700-5 Main steam plant boiler 5 0.10 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1765-02 STACK 684 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1854-10 STACK 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-1880-05 STACK 687 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-45-01 Emergency Generator 0.07 PM10
Page 6 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC EMISSIONS
(TONS) POLLUTANT
WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-575-11 STACK 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-738-03 STACK 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-ICETS IC engine test stands, Hadnot Point 0.05 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-HP-S1124-01 122 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-MP-230-38 Boiler 0.09 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-MP-230-39 Boiler 0.09 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-MP-230-40 Boiler 0.09 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-MP-625 Boilers, Montford Point, Bldg. 625 0.09 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-NH-100 Boilers, Naval Hospital, Bldg. 100 0.09 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 A-PP-2615 Boilers, Paradise Point, Bldg. 2615 0.09 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 B-BB-9 Boilers, Courthouse Bay, Bldg. 9 0.17 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-116-01 STACK 101 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-255-01 105 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-2820-01 IC engine test station 0.05 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-3900-01 110 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-3900-02 131 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-3905-01 STACK 112 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-3905-02 STACK 129 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-3905-03 STACK 130 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-4106-01 115 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-4135-01 116 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-4146-05 117 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-4151 Boilers, Air Station, Bldg. 4151 0.35 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-504-04 118 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-518-12 STACK 119 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-585-01 JET ENGINE TESTING 0.55 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-AS-827-01 Woodworking 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-CG-650 Boilers, Camp Geiger, Bldg. 650 0.34 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 C-RR-15 Boilers, Rifle Range, Bldg. 15 0.34 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 GR242 Boilers 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 HP-1501-03 104 0.04 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-BM-825 Boilers, Berkeley Manor, Bldg. 825 0.02 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-BM-835 Boilers, Berkeley Manor, Bldg. 835 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-FC-260-90 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-FC-440-04 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-FC-989-31 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-HP-738-59 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-LCH-4022-19 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-MG-SH8-58 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-NH-118-03 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-NH-120 Boilers, Naval Hospital, Bldg. 120 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-NH-121 Boilers, Naval Hospital, Bldg. 121 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-PP-1915-77 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-PP-1943-08 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-PP-1943-H7 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-TT-2457-66 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IA-TT-44-30 Boiler 0.01 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IB-BB-49-52 Boiler 0.17 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-AS-2800-12 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-AS-3502-08 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-AS-3504-9 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-AS-3525-15 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-AS-710-3 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-AS-840-13 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-AS-843-14 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-CG-480-89 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 ICE-ZA Internal combustion engines (Zone A) 0.87 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 ICE-ZB Internal combustion engines (Zone B) 0.12 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 ICE-ZC Internal combustion engines (Zone C) 0.40 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-VL-103-01 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 IC-VL-104-1 Boiler 0.00 PM10WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T17 286.59 3,839.06 18 U-C-AS-1500-60 Boiler 0.00 PM10WIRO Onslow Richlands Martin Marietta Materials, Inc., - Onslow Quarry 08468 R06 267.56 3,857.89 18 ERP1 Quarry Fugitives 0.22 PM10WIRO Onslow Jacksonville Mine Safety Appliances 04125 R10 278.80 3,847.78 18 EP-2 Baghouse 0.01 PM10WIRO Onslow Jacksonville Mine Safety Appliances 04125 R10 278.80 3,847.78 18 EP-3 Grouped Combustion Exhausts 0.01 PM10WIRO Onslow Jacksonville Mine Safety Appliances 04125 R10 278.80 3,847.78 18 G-EP-1 Grouped CD Exhausts 0.01 PM10WIRO Onslow Jacksonville Ready Mixed Concrete Company - Jacksonville 05979 R09 280.14 3,849.17 18 EP-1 Bag House on top of silo 0.12 PM10WIRO Onslow Jacksonville Ready Mixed Concrete Company - Jacksonville 05979 R09 280.14 3,849.17 18 EP-2 Bag house on top of silo 0.12 PM10WIRO Onslow Jacksonville Ready Mixed Concrete Company - Jacksonville 05979 R09 280.14 3,849.17 18 EP-3 Bag house on top of silo 0.12 PM10WIRO Onslow Jacksonville S & W Ready Mix Concrete - Jacksonville 05239 R09 279.59 3,849.98 18 ERP-1 Vent for Bag House 0.21 PM10WIRO Onslow Jacksonville S & W Ready Mix Concrete - Jacksonville 05239 R09 279.59 3,849.98 18 ERP-2 Vent for Bag House 0.87 PM10WIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly Ridge 07673 R04 264.97 3,820.22 18 ER-3 Weigh Hopper 0.03 PM10WIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly Ridge 07673 R04 264.97 3,820.22 18 ER4 Weigh Hopper at truck load out area. 0.04 PM10WIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly Ridge 07673 R04 264.97 3,820.22 18 ERP-1 ERP-1 0.06 PM10WIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly Ridge 07673 R04 264.97 3,820.22 18 ERP-2 Sand and Aggregate Weigh Hopper 0.20 PM10WIRO Pender Rocky Point Del Laboratories, Inc. 08858 R06 231.42 3,807.43 18 B-1 boiler stack 0.04 PM10WIRO Pender Rocky Point Del Laboratories, Inc. 08858 R06 231.42 3,807.43 18 MR-1 exhaust from mixing room bagfilter 0.10 PM10WIRO Pender Rocky Point Del Laboratories, Inc. 08858 R06 231.42 3,807.43 18 PW-1 exhaust from pre-weigh bagfilter 0.10 PM10WIRO Pender Rocky Point H & P Wood Turnings, Inc. 04626 R07 233.58 3,815.67 18 ERP-1 Cyclone Stack 1.05 PM10WIRO Pender Rocky Point Martin Marietta Materials, Inc. - Rocky Point 05131 R09 236.36 3,812.97 18 ERP1 Emission Point 0.01 PM10WIRO Pender Hampstead Ready Mixed Concrete Company - Scotts Hill 06078 R09 244.44 3,802.19 18 ERP-Baghouses Plant Vents 0.76 PM10WIRO Pender St Helena S & W Ready Mix Concrete Co. - St. Helena 05819 R05 233.74 3,821.21 18 ERP6 Truck load out point 0.40 PM10
Page 7 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC EMISSIONS
(TONS) POLLUTANT
WIRO Pender Burgaw Windsor Fiberglass, Inc. 08356 R05 233.71 3,821.18 18 Vent Vent 0.10 PM10FRO Sampson Harrells Coastal Plains Pork, LLC 07761 R03 758.45 3,845.94 17 EP1 FACILITY WIDE FUGITIVE EMISSONS 0.43 PM10
* Release Point Types:01 - FUGITIVE (NO STACK)02 - VERTICAL STACK03 - HORIZONTAL STACK04 - GOOSE NECK STACK 05 - VERTICAL STACK WITH RAIN CAP06 - DOWNWARD-FACING VENTCaveat: In order to split out emissions per release point, the total emissions per operating scenario were back calculated and split based on the quantification of % emissions through each release point. The values are only as good as the recorded data for % of emissions allocated to each release point.
Page 8 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO Brunswick Leland American Distillation, Inc.WIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Leland Boggs Materials IncWIRO Brunswick Leland Boggs Materials IncWIRO Brunswick Leland Carolina Pole Leland, Inc.WIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland Malmo Asphalt PlantWIRO Brunswick Leland Malmo Asphalt PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Leland Ready Mixed Concrete Company - LelandWIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - BoliviaWIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - BoliviaWIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - BoliviaWIRO Brunswick Southport Southport Concrete CorporationWIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Navassa US Marine NavassaWIRO Brunswick Leland Victaulic CompanyWIRO Columbus Riegelwood Hexion Acme FacilityWIRO Columbus Riegelwood Hexion Acme FacilityWIRO Columbus Riegelwood Hexion Acme FacilityWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood Mill
Carolina Cement Reference Coordinate (UTM NAD27) Easting (m) Northing (m)Main Stack 238541.85 3807337.79
(km) (km)238.54 3807.34
Largest SIA (TSP/PM10) 7.8 km
* RELEASE PT TYPE
HT (FT)
DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
GAS TEMP (0F)
INVENTORYYEAR DISTANCE (KM) Class Within SIA?
(Yes/No)Actual Emissions
(TPY)
Potential Emissions
(TPY)**02 20.00 1.50 17.80 1,887.31 450.00 2004 18.83 SYN No 0.2002 119.00 3.30 17.00 8,724.04 84.00 2007 50.12 TV No 5.14 39.8002 111.00 1.30 47.00 3,743.05 117.00 2007 50.12 TV01 10.00 1.00 0.20 9.42 70.00 2007 50.12 TV03 108.00 0.60 59.70 1,012.78 70.00 2007 50.12 TV02 60.00 8.30 79.00 256,462.81 237.00 2007 50.12 TV03 7.00 0.80 61.60 1,857.81 70.00 2007 50.12 TV03 28.00 1.90 17.00 2,891.99 70.00 2007 50.12 TV02 110.00 1.30 39.00 3,105.93 85.00 2007 50.12 TV02 111.00 1.90 30.00 5,103.51 90.00 2007 50.12 TV02 20.00 1.50 49.00 5,195.40 140.00 2007 50.12 TV02 10.00 0.70 5.00 115.45 120.00 2007 50.12 TV01 10.00 1.00 0.20 9.42 70.00 2007 50.12 TV02 2.00 5.60 6.00 8,866.83 350.00 2003 24.35 SYN No 2.2001 10.00 1.00 0.20 9.42 72.00 2003 24.35 SYN02 30.00 2.50 34.00 10,013.82 575.00 2002 25.24 SML No 5.3102 138.00 0.87 60.01 2,140.44 248.00 2007 19.00 TV No 75.9902 138.00 0.87 60.01 2,140.44 248.00 2007 19.00 TV02 138.00 0.87 79.10 2,821.34 248.00 2007 19.00 TV02 147.00 0.87 121.00 4,315.83 248.00 2007 19.00 TV02 147.00 0.87 121.00 4,315.83 248.00 2007 19.00 TV02 120.00 1.33 27.00 2,250.65 248.00 2007 19.00 TV02 120.00 1.51 81.00 8,703.22 144.00 2007 19.00 TV02 175.00 5.18 68.00 85,982.40 350.00 2007 19.00 TV02 175.00 5.18 68.00 85,982.40 350.00 2007 19.00 TV02 175.00 5.66 31.00 46,798.90 930.00 2007 19.00 TV02 175.00 5.00 48.00 56,548.66 380.00 2007 19.00 TV02 115.00 3.50 23.00 13,277.15 670.00 2007 19.00 TV01 10.00 1.00 0.20 9.42 72.00 2007 19.00 TV02 55.00 0.50 6.00 70.69 106.00 2007 19.00 TV02 32.00 2.42 68.12 18,800.00 278.00 2007 26.94 SML No 1.1602 7.33 0.88 10.00 360.79 240.00 2007 26.94 SML02 198.00 8.67 60.00 212,535.05 315.00 2007 50.37 TV No 72.7202 198.00 8.67 60.00 212,535.05 315.00 2007 50.37 TV02 12.50 0.50 1,090.00 12,841.25 180.00 2007 50.37 TV01 10.00 1.00 0.20 9.42 72.00 2007 50.37 TV01 10.00 1.00 0.20 9.42 72.00 2007 50.37 TV02 10.00 0.25 1.00 2.94 200.00 2007 50.37 TV01 10.00 1.00 0.20 9.42 75.00 2007 50.37 TV02 52.00 1.00 17.00 1,353.86 72.00 2007 50.37 TV01 10.00 1.00 0.20 9.42 72.00 2007 50.37 TV02 40.00 2.00 47.80 9,010.08 432.00 2007 49.48 SYN No 0.49 44.9402 74.00 2.50 112.70 33,192.88 750.00 2007 49.48 SYN02 74.00 2.50 112.70 33,192.88 750.00 2007 49.48 SYN02 74.00 2.50 112.70 33,192.88 750.00 2007 49.48 SYN02 74.00 2.50 112.70 33,192.88 750.00 2007 49.48 SYN02 8.00 0.80 158.20 4,771.19 820.00 2007 49.48 SYN02 30.00 2.70 17.00 5,840.06 68.00 2004 23.55 SML No 1.1801 10.00 1.00 0.20 9.42 72.00 2004 44.93 SML No 5.4902 55.00 2.20 2.19 499.49 72.00 2004 44.93 SML05 15.00 2.00 0.20 37.69 72.00 2004 44.93 SML02 25.00 2.40 20.00 5,428.67 72.00 2006 55.22 SML No 3.0302 35.00 1.50 97.00 10,284.78 135.00 2007 24.58 TV No 0.0102 35.00 1.50 48.00 5,089.38 135.00 2007 24.58 TV02 35.00 1.50 48.00 5,089.38 135.00 2007 24.58 TV02 35.00 1.50 48.00 5,089.38 135.00 2007 24.58 TV02 35.00 1.50 48.00 5,089.38 135.00 2007 24.58 TV02 35.00 1.50 48.00 5,089.38 135.00 2007 24.58 TV02 25.00 2.25 41.91 10,000.00 72.00 2007 18.87 TV No 0.04 4.0005 25.00 1.00 0.10 4.71 75.00 2007 24.68 SML No 0.1102 50.00 2.00 37.10 6,993.18 350.00 2007 33.54 TV No 5.8402 12.00 1.00 30.00 1,413.71 70.00 2007 33.54 TV02 30.00 2.80 31.00 11,452.99 350.00 2007 33.54 TV02 200.00 8.00 50.00 150,796.44 73.00 2007 34.10 TV No 242.1201 10.00 1.00 0.20 9.42 72.00 2007 34.10 TV01 10.00 1.00 0.20 9.42 72.00 2007 34.10 TV01 10.00 1.00 0.20 9.42 72.00 2007 34.10 TV02 22.00 3.00 20.00 8,482.30 75.00 2007 34.10 TV02 22.00 3.00 20.00 8,482.30 75.00 2007 34.10 TV02 22.00 3.00 20.00 8,482.30 75.00 2007 34.10 TV02 22.00 3.00 20.00 8,482.30 75.00 2007 34.10 TV02 250.00 1.00 53.50 2,521.12 181.00 2007 34.10 TV02 150.00 5.00 43.00 50,658.18 142.00 2007 34.10 TV02 250.00 10.00 50.50 237,975.64 293.00 2007 34.10 TV02 258.00 9.80 46.60 210,901.27 146.00 2007 34.10 TV02 250.00 9.84 40.90 186,618.47 150.00 2007 34.10 TV02 258.00 7.20 51.80 126,542.34 273.00 2007 34.10 TV02 250.00 14.80 57.10 589,387.16 393.00 2007 34.10 TV02 100.00 1.00 42.40 1,998.05 75.00 2007 34.10 TV02 75.00 3.30 12.50 6,414.73 73.00 2007 34.10 TV02 75.00 3.30 12.50 6,414.73 125.00 2007 34.10 TV02 145.00 3.90 24.30 17,417.13 163.00 2007 34.10 TV
Page 9 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber MillWIRO Duplin Rose Hill House of Raeford Farms, Inc. - Rose HillWIRO Duplin Teachey House of Raeford Farms, Inc. - Wallace DivisionWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Rose Hill Animal Disease Diagnostic LaboratoryWIRO Duplin Rose Hill Valley Proteins IncWIRO New Hanover Wilmington Apex Oil Company, Inc.WIRO New Hanover Wilmington Apex Oil Company, Inc.WIRO New Hanover Castle Hayne Barnhill Contracting CompanyWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington Bradley Creek Pump StationWIRO New Hanover Wilmington Carolina Marine TerminalWIRO New Hanover Wilmington Carolina Marine TerminalWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Castle Hayne Carolinas Cement Company, LLCWIRO New Hanover Castle Hayne Carolinas Cement Company, LLCWIRO New Hanover Castle Hayne Carolinas Cement Company, LLCWIRO New Hanover Castle Hayne CEMEX, Inc.WIRO New Hanover Castle Hayne CEMEX, Inc.WIRO New Hanover Castle Hayne CEMEX, Inc.
Carolina Cement Reference Coordinate (UTM NAD27) Easting (m) Northing (m)Main Stack 238541.85 3807337.79
(km) (km)238.54 3807.34
Largest SIA (TSP/PM10) 7.8 km
* RELEASE PT TYPE
HT (FT)
DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
GAS TEMP (0F)
INVENTORYYEAR DISTANCE (KM) Class Within SIA?
(Yes/No)Actual Emissions
(TPY)
Potential Emissions
(TPY)**02 293.00 5.00 29.00 34,164.82 170.00 2007 34.10 TV02 250.00 5.00 20.00 23,561.94 182.00 2007 34.10 TV02 250.00 5.00 30.00 35,342.91 170.00 2007 34.10 TV02 55.00 2.50 32.00 9,424.77 75.00 2007 34.10 TV02 40.00 16.00 10.00 120,637.06 72.00 2007 39.28 TV No 154.3102 40.00 50.00 17.00 2,002,765.20 73.00 2007 39.28 TV01 10.00 1.00 0.20 9.42 72.00 2007 39.28 TV01 10.00 1.00 0.20 9.42 72.00 2007 39.28 TV02 28.00 4.00 43.76 33,000.00 300.00 2006 56.16 SYN No 1.1802 45.00 1.50 25.00 2,650.71 450.00 2006 45.87 SML No 0.1102 36.00 2.00 63.00 11,875.22 72.00 2003 51.28 NR No 35.9502 178.00 1.00 63.00 2,968.80 72.00 2003 51.28 NR02 178.00 1.00 38.00 1,790.70 72.00 2003 51.28 NR02 187.00 2.00 20.00 3,769.91 400.00 2003 51.28 NR02 187.00 2.00 40.00 7,539.82 400.00 2003 51.28 NR02 40.00 2.00 75.00 14,137.16 72.00 2003 51.28 NR02 40.00 2.00 75.00 14,137.16 72.00 2003 51.28 NR05 45.00 1.00 40.00 1,884.95 160.00 2003 51.28 NR05 45.00 1.00 40.00 1,884.95 160.00 2003 51.28 NR03 30.00 39.00 1.00 71,675.43 72.00 2003 51.28 NR01 10.00 30.00 0.20 8,482.30 72.00 2003 51.28 NR03 40.00 39.00 1.00 71,675.43 72.00 2003 51.28 NR01 10.00 30.00 0.20 8,482.30 72.00 2003 51.28 NR02 47.00 3.10 112.00 50,720.38 195.00 2003 51.28 NR02 50.00 1.00 1.00 47.12 72.00 2006 53.58 SML No 0.33 5.9002 10.00 10.00 0.00 4.71 72.00 2006 53.58 SML02 20.00 1.00 1.00 47.12 72.00 2006 53.58 SML02 30.00 1.00 10.00 471.23 150.00 2006 53.58 SML02 12.50 2.20 10.00 2,280.79 414.00 2003 51.00 SYN No 22.2902 10.00 1.00 5.00 235.61 72.00 2003 51.00 SYN02 10.00 3.00 0.20 84.82 72.00 2003 51.00 SYN03 4.00 4.00 67.00 50,516.80 250.00 2003 51.00 SYN03 20.00 0.83 55.00 1,785.50 72.00 2003 51.00 SYN02 14.00 2.50 33.00 9,719.30 160.00 2003 51.00 SYN02 10.00 40.00 17.00 1,281,769.80 72.00 2003 51.00 SYN02 30.00 4.00 6.79 5,120.00 400.00 2006 56.01 SYN No 43.8702 30.00 4.00 9.70 7,315.00 380.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN02 10.00 1.00 15.00 706.85 75.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN02 50.00 4.33 15.09 13,333.00 75.00 2006 56.01 SYN02 50.00 4.33 15.09 13,333.00 75.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN02 50.00 4.33 15.09 13,333.00 75.00 2006 56.01 SYN01 10.00 1.00 0.20 9.42 75.00 2006 56.01 SYN02 27.00 1.50 23.20 2,459.86 1,800.00 2006 53.98 SML No 0.0102 45.00 2.00 40.00 7,539.82 440.00 2007 54.31 TV No 27.9102 15.00 2.00 33.00 6,220.35 65.00 2005 22.85 SYN No 0.10 2.0002 15.00 2.00 33.00 6,220.35 65.00 2005 22.85 SYN02 30.00 5.50 59.80 85,245.00 240.00 2004 5.98 SYN YES 3.33 4.0003 110.00 2.67 37.80 12,700.00 176.00 2002 15.89 SYN No 20.6003 84.00 0.50 4.30 50.65 120.00 2002 15.89 SYN03 84.00 0.50 10.40 122.52 70.00 2002 15.89 SYN02 5.00 1.10 70.00 3,991.39 90.00 2002 15.89 SYN06 84.00 0.50 25.50 300.41 80.00 2002 15.89 SYN03 48.00 0.80 36.70 1,106.84 80.00 2002 15.89 SYN06 85.00 0.50 101.85 1,200.00 80.00 2002 15.89 SYN03 84.00 0.50 10.40 122.52 70.00 2002 15.89 SYN03 41.00 0.67 33.00 698.07 80.00 2002 15.89 SYN02 80.00 1.33 32.70 2,725.79 400.00 2002 15.89 SYN02 10.00 0.50 100.00 1,178.09 300.00 2004 17.77 SML No 0.01 1.0001 10.00 1.00 0.20 9.42 72.00 2006 22.98 SML No 6.23 10.0001 10.00 1.00 0.20 9.42 72.00 2006 22.98 SML01 10.00 100.00 0.20 94,247.77 72.00 2007 16.51 TV No 827.39 900.0001 10.00 1.00 0.20 9.42 72.00 2007 16.51 TV01 10.00 1.00 0.20 9.42 72.00 2007 16.51 TV02 36.50 10.20 61.40 301,029.79 802.00 2007 16.51 TV02 49.60 14.00 86.60 799,861.38 845.00 2007 16.51 TV02 49.60 14.00 86.60 799,861.38 845.00 2007 16.51 TV02 551.00 18.00 68.10 1,039,759.48 288.00 2007 16.51 TV02 551.00 16.40 117.10 1,484,175.83 297.00 2007 16.51 TV02 2.00 6.00 1.00 1,696.46 72.00 2005 0.00 SML YES 0.1702 8.00 1.00 20.00 942.47 72.00 2005 0.00 SML02 80.00 1.25 15.00 1,104.46 72.00 2005 0.00 SML02 150.00 1.67 64.10 8,424.26 120.00 2005 0.45 SYN YES 0.49 44.4702 150.00 0.92 60.60 2,417.07 120.00 2005 0.45 SYN02 150.00 0.92 161.60 6,445.52 120.00 2005 0.45 SYN
Page 10 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO New Hanover Castle Hayne CEMEX, Inc.WIRO New Hanover Castle Hayne CEMEX, Inc.WIRO New Hanover Wilmington CEMEX, Inc.WIRO New Hanover Wilmington CEMEX, Inc.WIRO New Hanover Wilmington Container Products CorporationWIRO New Hanover Wilmington Corbett Package CompanyWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington CTI of NC IncWIRO New Hanover Wilmington CTI of NC IncWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington General Electric CompanyWIRO New Hanover Wilmington General Electric CompanyWIRO New Hanover Wilmington Hess Corporation - Wilmington TerminalWIRO New Hanover Wilmington Hewletts Creek Pump StationWIRO New Hanover Wilmington INVISTA S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, Wilmington
Carolina Cement Reference Coordinate (UTM NAD27) Easting (m) Northing (m)Main Stack 238541.85 3807337.79
(km) (km)238.54 3807.34
Largest SIA (TSP/PM10) 7.8 km
* RELEASE PT TYPE
HT (FT)
DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
GAS TEMP (0F)
INVENTORYYEAR DISTANCE (KM) Class Within SIA?
(Yes/No)Actual Emissions
(TPY)
Potential Emissions
(TPY)**02 68.00 1.17 106.00 6,837.83 120.00 2005 0.45 SYN02 68.00 1.50 85.80 9,097.26 120.00 2005 0.45 SYN02 128.00 1.17 74.80 4,825.19 120.00 2005 16.38 SYN No 0.32 44.6002 21.00 0.50 152.70 1,798.95 120.00 2005 16.38 SYN02 20.00 1.00 135.10 6,366.43 72.00 2005 14.45 SML No 0.10 20.8002 40.00 1.50 61.30 6,499.56 250.00 2002 15.93 SML No 0.36 95.3702 120.00 4.25 121.00 102,992.20 118.00 2007 14.05 TV No 9.14 156.0002 100.00 4.00 76.00 57,302.65 225.00 2007 14.05 TV02 120.00 1.33 47.00 3,917.80 280.00 2007 14.05 TV02 40.00 3.00 85.17 36,125.00 225.00 2007 14.05 TV02 130.00 4.50 25.00 23,856.46 74.00 2007 14.05 TV02 20.00 0.75 132.00 3,498.94 400.00 2007 14.05 TV02 121.00 0.83 19.00 616.80 350.00 2007 14.05 TV02 28.50 1.75 34.50 4,978.93 425.00 2007 19.71 TV No 0.16 0.3902 22.00 1.00 5.60 263.89 425.00 2007 19.71 TV02 175.00 14.00 28.90 266,928.56 277.00 2007 1.69 TV YES 102.78 275.5902 62.00 2.00 64.40 12,139.11 83.00 2007 1.69 TV02 58.00 2.00 38.00 7,162.83 109.00 2007 1.69 TV02 62.00 2.00 64.40 12,139.11 83.00 2007 1.69 TV02 66.00 2.00 69.70 13,138.14 92.00 2007 1.69 TV02 123.00 4.50 44.80 42,750.79 133.00 2007 1.69 TV02 123.00 4.50 44.80 42,750.79 133.00 2007 1.69 TV02 123.00 4.50 44.80 42,750.79 133.00 2007 1.69 TV02 80.00 2.00 66.70 12,572.65 92.00 2007 1.69 TV02 82.00 1.00 48.50 2,285.50 161.00 2007 1.69 TV02 68.00 1.50 43.30 4,591.04 147.00 2007 1.69 TV02 63.00 1.60 37.70 4,548.02 112.00 2007 1.69 TV02 82.00 2.00 29.90 5,636.01 127.00 2007 1.69 TV02 38.00 0.80 31.90 962.08 103.00 2007 1.69 TV02 66.00 2.30 36.60 9,123.84 81.00 2007 1.69 TV02 157.00 2.20 90.60 20,664.01 103.00 2007 1.69 TV02 84.00 1.50 71.00 7,528.04 84.00 2007 1.69 TV02 82.00 0.70 58.40 1,348.49 130.00 2007 1.69 TV02 64.00 1.50 28.50 3,021.81 100.00 2007 1.69 TV02 65.00 1.67 50.80 6,676.32 114.00 2007 1.69 TV03 80.00 1.00 44.50 2,097.01 120.00 2007 1.69 TV03 80.00 1.00 44.50 2,097.01 120.00 2007 1.69 TV01 10.00 1.00 0.20 9.42 72.00 2007 1.69 TV02 75.00 0.50 18.67 220.00 71.30 2007 14.65 TV No 1.28 15.0002 144.00 3.00 12.96 5,500.00 500.00 2007 14.65 TV02 145.00 1.70 60.00 8,171.28 1,400.00 2007 14.65 TV02 27.90 0.50 38.40 452.38 155.00 2007 14.65 TV03 75.00 0.50 18.67 219.95 71.30 2007 14.65 TV02 25.00 1.00 12.94 610.00 71.30 2007 14.65 TV03 10.00 0.50 100.00 1,178.09 700.00 2007 14.65 TV02 46.00 1.33 63.00 5,251.51 66.00 2004 9.38 SYN No 0.86 3.6002 46.00 1.33 63.00 5,251.51 66.00 2004 9.38 SYN02 24.00 1.50 30.00 3,180.86 350.00 2004 20.02 SYN No 0.43 2.4202 10.00 0.50 100.00 1,178.09 300.00 2004 19.88 SML No 0.02 1.0002 25.00 0.50 84.88 1,000.00 200.00 2007 23.65 TV No 0.0102 110.00 3.00 22.04 9,350.00 750.00 2007 14.29 TV No 284.46 371.0002 80.00 5.50 43.03 61,340.00 259.00 2007 14.29 TV02 115.00 6.50 35.21 70,120.00 445.00 2007 14.29 TV02 115.00 6.50 37.40 74,466.00 445.00 2007 14.29 TV02 10.00 1.00 10.00 471.23 80.00 2007 14.29 TV02 10.00 5.00 8.00 9,424.77 70.00 2007 14.29 TV02 30.00 0.50 0.84 10.00 70.00 2007 14.29 TV02 89.00 1.17 43.60 2,813.00 210.00 2007 14.29 TV02 101.00 0.65 17.00 338.46 260.00 2007 14.29 TV02 16.00 19.50 0.13 2,472.00 660.00 2007 14.29 TV02 139.00 8.00 26.31 79,360.00 427.00 2007 14.29 TV02 143.00 8.00 16.83 50,766.00 380.00 2007 14.29 TV02 120.00 5.50 11.71 16,700.00 427.00 2007 14.29 TV02 150.00 5.50 47.41 67,590.00 473.00 2007 14.29 TV02 47.00 0.35 2.55 14.97 200.00 2007 14.29 TV02 47.00 0.35 2.55 14.97 200.00 2007 14.29 TV01 10.00 1.00 0.20 9.42 72.00 2007 14.29 TV02 47.00 0.35 2.55 15.00 200.00 2007 14.29 TV02 32.10 0.35 6.47 38.00 200.00 2007 14.29 TV02 110.00 0.50 42.44 500.00 200.00 2007 14.29 TV02 110.00 0.50 42.44 500.00 200.00 2007 14.29 TV02 110.00 0.50 42.44 500.00 200.00 2007 14.29 TV02 110.00 0.50 42.44 500.00 200.00 2007 14.29 TV02 110.00 0.50 42.44 500.00 200.00 2007 14.29 TV02 110.00 0.50 42.44 500.00 200.00 2007 14.29 TV01 10.00 12.00 0.20 1,357.16 500.00 2007 14.29 TV02 40.00 0.33 3.19 16.72 100.00 2007 14.29 TV01 10.00 12.00 0.20 1,357.16 244.00 2007 14.29 TV02 25.00 1.00 10.00 471.23 250.00 2007 16.14 SYN No 0.1702 18.00 1.00 12.00 565.48 250.00 2007 16.14 SYN02 24.00 1.00 12.00 565.48 450.00 2007 16.14 SYN02 24.00 1.00 12.00 565.48 450.00 2007 16.14 SYN
Page 11 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLCWIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLCWIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLCWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington NuStar Asphalt Refining, LLCWIRO New Hanover Wilmington NuStar Asphalt Refining, LLCWIRO New Hanover Castle Hayne Oldecastle - Adams Products CompanyWIRO New Hanover Wilmington Ready Mixed Concrete Company - WilmingtonWIRO New Hanover Wilmington S & G Prestress CompanyWIRO New Hanover Castle Hayne S & W Ready Mix Concrete - Castle HayneWIRO New Hanover Wilmington S & W Ready Mix Concrete Co - Wilmington PlantWIRO New Hanover Wilmington S & W Ready Mix Concrete Co - Wilmington PlantWIRO New Hanover Wilmington Southern States ChemicalWIRO New Hanover Wilmington Southern States ChemicalWIRO New Hanover Wilmington Vopak TerminalWIRO New Hanover Wilmington Vopak TerminalWIRO New Hanover Wilmington Vopak Terminal South WilmingtonWIRO New Hanover Wilmington Wilbara, LLCWIRO New Hanover Wilmington Wilmington MaterialsWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base
Carolina Cement Reference Coordinate (UTM NAD27) Easting (m) Northing (m)Main Stack 238541.85 3807337.79
(km) (km)238.54 3807.34
Largest SIA (TSP/PM10) 7.8 km
* RELEASE PT TYPE
HT (FT)
DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
GAS TEMP (0F)
INVENTORYYEAR DISTANCE (KM) Class Within SIA?
(Yes/No)Actual Emissions
(TPY)
Potential Emissions
(TPY)**02 34.00 3.00 12.00 5,089.38 450.00 2007 16.14 SYN01 10.00 1.00 0.20 9.42 120.00 2003 15.34 SML No 14.85 17.3003 80.00 1.30 308.00 24,529.00 70.00 2003 15.34 SML02 31.20 3.40 20.37 11,100.00 95.00 2003 15.34 SML02 31.20 0.50 30.00 353.42 120.00 2003 15.34 SML02 31.20 3.40 20.37 11,100.00 95.00 2003 15.34 SML02 31.20 0.50 29.96 353.00 120.00 2003 15.34 SML02 31.20 0.50 22.00 259.18 120.00 2003 15.34 SML02 31.20 3.40 20.37 11,100.00 95.00 2003 15.34 SML02 31.20 3.40 20.37 11,100.00 95.00 2003 15.34 SML03 65.00 1.30 292.19 23,270.00 70.00 2003 15.34 SML03 74.00 1.30 476.39 37,940.00 70.00 2003 15.34 SML03 74.00 1.80 135.19 20,642.00 70.00 2003 15.34 SML02 31.20 3.40 20.37 11,100.00 95.00 2003 15.34 SML01 10.00 1.00 0.20 9.42 70.00 2003 15.34 SML02 40.00 10.00 40.00 188,495.55 72.00 2007 15.65 TV No 0.15 1.8601 10.00 1.00 0.20 9.42 72.00 2007 15.65 TV02 33.10 2.30 76.80 19,145.11 120.00 2007 15.65 TV02 97.00 2.30 16.04 4,000.00 325.00 2005 24.22 SYN No 19.5702 109.00 1.10 16.00 912.31 336.00 2005 24.22 SYN02 109.00 1.10 70.15 4,000.00 329.00 2005 24.22 SYN02 109.00 1.10 70.15 4,000.00 327.00 2005 24.22 SYN02 109.00 1.10 70.15 4,000.00 325.00 2005 24.22 SYN02 109.00 1.10 70.15 4,000.00 339.00 2005 24.22 SYN02 117.00 1.20 58.94 4,000.00 70.00 2005 24.22 SYN02 107.00 1.75 27.71 4,000.00 325.00 2005 24.22 SYN02 117.00 1.58 12.00 1,411.68 325.00 2005 24.22 SYN02 109.00 1.10 70.15 4,000.00 350.00 2005 24.22 SYN02 109.00 1.10 70.15 4,000.00 350.00 2005 24.22 SYN02 109.00 1.10 70.15 4,000.00 350.00 2005 24.22 SYN02 109.00 1.10 70.15 4,000.00 350.00 2005 24.22 SYN02 200.00 3.00 67.70 28,712.58 305.00 2007 15.14 TV No 19.8902 200.00 3.00 71.00 30,112.16 305.00 2007 15.14 TV02 200.00 3.00 66.00 27,991.59 280.00 2007 15.14 TV02 66.00 2.85 1.23 470.79 72.00 2007 15.14 TV02 18.00 1.90 40.40 6,872.73 425.00 2007 23.74 TV No 1.8402 18.00 1.90 40.40 6,872.73 425.00 2007 23.74 TV02 50.00 2.00 30.00 5,654.86 72.00 2005 2.77 SML YES 1.81 50.0002 25.00 2.00 20.00 3,769.91 68.00 2006 8.16 SML No 0.4602 58.00 4.00 2.00 1,507.96 68.00 2002 22.29 SML No 0.13 13.0302 25.00 2.00 27.00 5,089.38 72.00 2005 3.03 SML YES 0.23 8.0002 50.00 3.00 7.00 2,968.80 70.00 2007 21.90 SML No 0.10 16.5401 10.00 1.00 0.20 9.42 72.00 2007 21.90 SML02 150.00 3.00 2.43 1,030.59 120.00 2007 15.29 TV No 15.13 17.0001 10.00 1.00 0.20 9.42 72.00 2007 15.29 TV02 15.00 20.00 57.00 1,074,424.60 450.00 2007 20.94 TV No 0.08 0.5202 15.00 2.00 14.00 2,638.93 500.00 2007 20.94 TV02 20.00 2.00 57.20 10,781.94 450.00 2006 23.99 SYN No 0.6502 100.00 4.25 23.88 20,326.07 356.00 NA 13.84 TV No01 10.00 1.00 0.20 9.42 72.00 2004 14.52 SYN No 0.01 100.0001 10.00 1.00 0.20 9.42 72.00 2007 57.56 TV No 14.99 191.0002 22.00 4.00 31.20 23,524.24 68.00 2007 57.56 TV02 10.00 2.00 22.10 4,165.75 68.00 2007 57.56 TV02 15.00 3.00 90.40 38,339.99 68.00 2007 57.56 TV02 32.00 3.50 15.60 9,005.37 68.00 2007 57.56 TV02 32.00 3.50 15.60 9,005.37 68.00 2007 57.56 TV02 23.00 1.80 22.10 3,374.25 68.00 2007 57.56 TV02 23.00 1.80 22.10 3,374.25 68.00 2007 57.56 TV02 10.00 1.00 40.00 1,884.95 70.00 2007 57.56 TV02 10.00 1.00 40.00 1,884.95 70.00 2007 57.56 TV02 10.00 1.00 40.00 1,884.95 70.00 2007 57.56 TV02 9.00 0.50 267.00 3,145.51 68.00 2007 57.56 TV02 30.00 1.50 1.00 106.02 68.00 2007 57.56 TV02 30.00 0.13 1.00 0.79 68.00 2007 57.56 TV02 20.00 1.00 0.03 1.55 68.00 2007 57.56 TV02 20.00 1.00 0.03 1.55 68.00 2007 57.56 TV02 25.00 3.00 0.00 0.42 68.00 2007 57.56 TV02 25.00 3.00 0.00 0.42 68.00 2007 57.56 TV02 9.00 0.58 0.06 1.00 68.00 2007 57.56 TV02 12.00 0.50 0.08 1.00 68.00 2007 57.56 TV02 35.00 6.25 17.00 31,293.20 350.00 2007 57.56 TV02 35.00 6.25 17.00 31,293.20 350.00 2007 57.56 TV02 35.00 6.25 17.00 31,293.20 350.00 2007 57.56 TV02 35.00 6.25 17.00 31,293.20 350.00 2007 57.56 TV02 148.00 6.50 14.18 28,252.00 280.00 2007 57.56 TV02 13.00 0.42 0.10 0.81 68.00 2007 57.56 TV02 148.00 6.50 15.53 30,925.00 350.00 2007 57.56 TV02 100.00 4.00 43.34 32,679.00 350.00 2007 57.56 TV02 15.00 3.00 0.03 13.00 68.00 2007 57.56 TV02 10.00 1.00 10.00 471.23 70.00 2007 57.56 TV02 20.00 0.50 0.08 1.00 68.00 2007 57.56 TV02 10.00 1.00 10.00 471.23 70.00 2007 57.56 TV
Page 12 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Richlands Martin Marietta Materials, Inc., - Onslow QuarryWIRO Onslow Jacksonville Mine Safety AppliancesWIRO Onslow Jacksonville Mine Safety AppliancesWIRO Onslow Jacksonville Mine Safety AppliancesWIRO Onslow Jacksonville Ready Mixed Concrete Company - JacksonvilleWIRO Onslow Jacksonville Ready Mixed Concrete Company - JacksonvilleWIRO Onslow Jacksonville Ready Mixed Concrete Company - JacksonvilleWIRO Onslow Jacksonville S & W Ready Mix Concrete - JacksonvilleWIRO Onslow Jacksonville S & W Ready Mix Concrete - JacksonvilleWIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly RidgeWIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly RidgeWIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly RidgeWIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly RidgeWIRO Pender Rocky Point Del Laboratories, Inc.WIRO Pender Rocky Point Del Laboratories, Inc.WIRO Pender Rocky Point Del Laboratories, Inc.WIRO Pender Rocky Point H & P Wood Turnings, Inc.WIRO Pender Rocky Point Martin Marietta Materials, Inc. - Rocky PointWIRO Pender Hampstead Ready Mixed Concrete Company - Scotts HillWIRO Pender St Helena S & W Ready Mix Concrete Co. - St. Helena
Carolina Cement Reference Coordinate (UTM NAD27) Easting (m) Northing (m)Main Stack 238541.85 3807337.79
(km) (km)238.54 3807.34
Largest SIA (TSP/PM10) 7.8 km
* RELEASE PT TYPE
HT (FT)
DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
GAS TEMP (0F)
INVENTORYYEAR DISTANCE (KM) Class Within SIA?
(Yes/No)Actual Emissions
(TPY)
Potential Emissions
(TPY)**02 10.00 1.00 10.00 471.23 70.00 2007 57.56 TV02 10.00 1.00 10.00 471.23 70.00 2007 57.56 TV01 10.00 1.00 0.20 9.42 72.00 2007 57.56 TV02 18.00 3.00 0.00 0.42 68.00 2007 57.56 TV02 25.00 1.50 17.40 1,845.00 200.00 2007 57.56 TV02 25.00 1.50 17.37 1,842.00 300.00 2007 57.56 TV02 25.00 1.50 17.37 1,842.00 300.00 2007 57.56 TV02 35.00 3.00 19.06 8,086.00 350.00 2007 57.56 TV02 50.00 2.00 19.69 3,712.00 300.00 2007 57.56 TV02 35.00 1.33 53.20 4,435.00 300.00 2007 57.56 TV02 30.00 3.00 13.67 5,798.00 450.00 2007 57.56 TV02 20.00 2.00 33.20 6,258.05 68.00 2007 57.56 TV02 8.00 0.25 0.10 0.29 68.00 2007 57.56 TV01 10.00 1.00 0.20 9.42 72.00 2007 57.56 TV02 20.00 1.50 0.00 0.10 68.00 2007 57.56 TV02 20.00 1.50 0.00 0.10 68.00 2007 57.56 TV02 45.00 2.00 11.80 2,224.24 68.00 2007 57.56 TV02 45.00 2.00 11.90 2,243.09 68.00 2007 57.56 TV02 45.00 2.00 11.90 2,243.09 68.00 2007 57.56 TV02 50.00 1.50 16.50 1,749.47 68.00 2007 57.56 TV02 25.00 1.50 56.60 6,001.22 68.00 2007 57.56 TV02 40.00 3.00 35.10 14,886.43 68.00 2007 57.56 TV02 50.00 3.00 33.80 14,338.00 400.00 2007 57.56 TV02 26.00 1.00 0.00 0.04 68.00 2007 57.56 TV02 35.00 1.00 0.00 0.04 68.00 2007 57.56 TV01 10.00 1.00 0.20 9.42 2,000.00 2007 57.56 TV02 10.00 1.00 10.00 471.23 70.00 2007 57.56 TV02 32.00 2.00 59.03 11,127.00 250.00 2007 57.56 TV02 35.00 2.00 25.67 4,839.00 300.00 2007 57.56 TV02 10.00 1.00 10.00 471.23 70.00 2007 57.56 TV02 15.00 0.01 0.00 4.71 68.00 2007 57.56 TV02 20.00 1.33 5.15 430.00 350.00 2007 57.56 TV02 25.00 1.67 40.00 5,256.95 200.00 2007 57.56 TV02 18.00 1.00 7.63 360.00 300.00 2007 57.56 TV02 30.00 0.83 40.00 1,298.54 200.00 2007 57.56 TV02 25.00 1.50 3.32 353.00 520.00 2007 57.56 TV02 25.00 3.00 0.31 134.00 400.00 2007 57.56 TV02 30.00 1.00 3.60 170.00 350.00 2007 57.56 TV02 30.00 1.00 7.10 335.00 400.00 2007 57.56 TV02 30.00 1.00 6.98 329.00 400.00 2007 57.56 TV02 28.00 1.17 5.20 336.00 550.00 2007 57.56 TV02 28.00 1.00 4.28 202.00 300.00 2007 57.56 TV02 30.00 1.33 4.73 395.00 300.00 2007 57.56 TV02 40.00 2.00 2.93 554.00 350.00 2007 57.56 TV02 40.00 2.00 0.85 161.00 400.00 2007 57.56 TV02 20.00 1.50 2.51 267.00 350.00 2007 57.56 TV02 25.00 1.00 2.41 114.00 300.00 2007 57.56 TV02 36.00 1.50 0.04 4.90 300.00 2007 57.56 TV02 20.00 1.00 2.73 129.00 400.00 2007 57.56 TV02 15.00 2.00 0.78 148.00 300.00 2007 57.56 TV02 20.00 2.00 0.59 112.00 400.00 2007 57.56 TV02 50.00 0.67 7.56 160.00 300.00 2007 57.56 TV02 25.00 1.77 3.75 554.00 350.00 2007 57.56 TV02 15.00 1.00 6.02 284.00 250.00 2007 57.56 TV02 20.00 0.25 19.69 58.00 250.00 2007 57.56 TV02 30.00 0.50 9.84 116.00 300.00 2007 57.56 TV01 10.00 1.00 0.20 9.42 72.00 2007 57.56 TV01 10.00 1.00 0.20 9.42 72.00 2007 57.56 TV01 10.00 1.00 0.20 9.42 72.00 2007 57.56 TV02 18.00 0.67 21.55 456.00 300.00 2007 57.56 TV02 18.00 0.67 21.55 456.00 300.00 2007 57.56 TV02 35.00 1.00 20.00 942.47 250.00 2007 57.56 TV01 10.00 1.00 0.20 9.42 72.00 2006 58.28 SML No 0.22 17.0002 16.00 1.33 26.41 2,201.47 70.00 2004 57.06 SML No 0.02 6.5002 20.00 1.50 17.00 1,802.48 300.00 2004 57.06 SML03 10.00 0.69 51.28 1,150.50 70.00 2004 57.06 SML06 60.00 0.88 26.50 967.05 70.00 2004 58.98 SML No 0.35 1.2706 60.00 0.88 26.50 967.05 70.00 2004 58.98 SML06 60.00 0.88 26.50 967.05 70.00 2004 58.98 SML02 60.00 2.00 27.00 5,089.38 72.00 2006 59.18 SML No 1.08 6.4602 60.00 2.00 27.00 5,089.38 72.00 2006 59.18 SML01 10.00 1.00 0.20 9.42 72.00 2007 29.40 SML No 0.33 5.4101 10.00 1.00 0.20 9.42 72.00 2007 29.40 SML02 20.00 2.00 42.44 8,000.00 70.00 2007 29.40 SML01 10.00 1.00 0.20 9.42 72.00 2007 29.40 SML02 30.00 1.00 40.00 1,884.95 250.00 2003 7.12 SML YES 0.24 1.0002 30.00 0.50 50.00 589.04 70.00 2003 7.12 SML02 30.00 0.50 50.00 589.04 70.00 2003 7.12 SML02 10.00 3.00 9.00 3,817.03 72.00 2006 9.69 SML No 1.05 4.4901 10.00 1.00 0.20 9.42 72.00 2003 6.03 SML YES 0.01 17.6702 30.00 2.70 17.00 5,840.06 68.00 2004 7.83 SML No 0.76 3.8301 10.00 1.00 0.20 9.42 72.00 2007 14.68 SML No 0.40 2.48
Page 13 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO Pender Burgaw Windsor Fiberglass, Inc.FRO Sampson Harrells Coastal Plains Pork, LLC
* Release Point Types:01 - FUGITIVE (NO STACK)02 - VERTICAL STACK03 - HORIZONTAL STACK04 - GOOSE NECK STACK 05 - VERTICAL STACK WITH RAIN CAP06 - DOWNWARD-FACING VENTCaveat: In order to split out emissions per release point, the total emissions per operating scenario were back calculated and split baquantification of % emissions through each release point. The values are only as good as the recorded data for % of emissions allocarelease point.
Carolina Cement Reference Coordinate (UTM NAD27) Easting (m) Northing (m)Main Stack 238541.85 3807337.79
(km) (km)238.54 3807.34
Largest SIA (TSP/PM10) 7.8 km
* RELEASE PT TYPE
HT (FT)
DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
GAS TEMP (0F)
INVENTORYYEAR DISTANCE (KM) Class Within SIA?
(Yes/No)Actual Emissions
(TPY)
Potential Emissions
(TPY)**03 6.00 7.00 1.00 2,309.07 72.00 2005 14.65 SML No 0.10 23.6501 10.00 1.00 0.20 9.42 70.00 2003 49.38 SML No 0.43
**Potential Emissions from 11/07 DENR-supplied inventory
Page 14 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO Brunswick Leland American Distillation, Inc.WIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Leland Boggs Materials IncWIRO Brunswick Leland Boggs Materials IncWIRO Brunswick Leland Carolina Pole Leland, Inc.WIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland Malmo Asphalt PlantWIRO Brunswick Leland Malmo Asphalt PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Primary Energy of North Carolina LLC - Southport PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Leland Ready Mixed Concrete Company - LelandWIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - BoliviaWIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - BoliviaWIRO Brunswick Bolivia S & W Ready Mix Concrete Co. - BoliviaWIRO Brunswick Southport Southport Concrete CorporationWIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Navassa US Marine NavassaWIRO Brunswick Leland Victaulic CompanyWIRO Columbus Riegelwood Hexion Acme FacilityWIRO Columbus Riegelwood Hexion Acme FacilityWIRO Columbus Riegelwood Hexion Acme FacilityWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood Mill
Allowable Emissions ST
(lb/hr)
Allowable Emissions LT
(lb/hr)
Allowable Emissions
(<=TPY)ST 20D LT 20D- ST Is
TPY>20D?LT Is TPY>20D-
?Include Source in Modeling? Allowable Emissions Ref.
100.00 376.68 220.68 No No No27.10 27.10 118.68 1,002.41 846.41 No No No Permit (PSD avoidance)
100.00 486.97 330.97 No No No
100.00 504.75 348.75 No No No173.12 173.12 758.27 379.95 223.95 YES YES YES Permit/calculated
YESYESYESYESYESYESYESYESYESYESYESYESYES
100.00 538.82 382.82 No No No
36.31 36.31 159.05 1,007.31 851.31 No No No Permit/calculated
100.00 989.51 833.51 No No No Minor source for PM
100.00 470.93 314.93 No No No100.00 898.54 742.54 No No No
100.00 1,104.31 948.31 No No No100.00 491.64 335.64 No No No Major VOC source (PM is negligible)
100.00 377.43 221.43 No No No Major VOC source (PM is negligible)100.00 493.63 337.63 No No No
23.22 23.22 101.70 670.78 514.78 No No No Permit/calculated
656.39 500.42 2,191.82 681.91 525.91 YES YES YES Permit/calc/DENR estYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYES
Page 15 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber MillWIRO Duplin Rose Hill House of Raeford Farms, Inc. - Rose HillWIRO Duplin Teachey House of Raeford Farms, Inc. - Wallace DivisionWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Rose Hill Animal Disease Diagnostic LaboratoryWIRO Duplin Rose Hill Valley Proteins IncWIRO New Hanover Wilmington Apex Oil Company, Inc.WIRO New Hanover Wilmington Apex Oil Company, Inc.WIRO New Hanover Castle Hayne Barnhill Contracting CompanyWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington BASF CorporationWIRO New Hanover Wilmington Bradley Creek Pump StationWIRO New Hanover Wilmington Carolina Marine TerminalWIRO New Hanover Wilmington Carolina Marine TerminalWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Energy CaroWIRO New Hanover Castle Hayne Carolinas Cement Company, LLCWIRO New Hanover Castle Hayne Carolinas Cement Company, LLCWIRO New Hanover Castle Hayne Carolinas Cement Company, LLCWIRO New Hanover Castle Hayne CEMEX, Inc.WIRO New Hanover Castle Hayne CEMEX, Inc.WIRO New Hanover Castle Hayne CEMEX, Inc.
Allowable Emissions ST
(lb/hr)
Allowable Emissions LT
(lb/hr)
Allowable Emissions
(<=TPY)ST 20D LT 20D- ST Is
TPY>20D?LT Is TPY>20D-
?Include Source in Modeling? Allowable Emissions Ref.
YESYESYESYES
44.58 44.58 195.25 785.52 629.52 No No No Permit/calculated
100.00 1,123.29 967.29 No No No100.00 917.48 761.48 No No No100.00 1,025.69 869.69 No No No
100.00 1,071.69 915.69 No No No
100.00 1,019.95 863.95 No No No
100.00 1,120.26 964.26 No No No
100.00 1,079.64 923.64 No No No40.50 40.50 177.39 1,086.12 930.12 No No No Permit/calculated
100.00 457.08 301.08 No No No
22.83 22.83 100.00 119.50 -36.50 No YES YES Permit100.00 317.87 161.87 No No No
100.00 355.41 199.41 No No No100.00 459.53 303.53 No No No
906.95 906.95 3,972.44 330.12 174.12 YES YES YES Permit/calculatedYESYESYESYESYESYESYES
NA As Modified NA. Source location corrected. This is the subject project
10.15 10.15 44.47 9.07 -146.93 YES YES YES Permit/DENR WIRO PTE estimateYESYES
Page 16 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO New Hanover Castle Hayne CEMEX, Inc.WIRO New Hanover Castle Hayne CEMEX, Inc.WIRO New Hanover Wilmington CEMEX, Inc.WIRO New Hanover Wilmington CEMEX, Inc.WIRO New Hanover Wilmington Container Products CorporationWIRO New Hanover Wilmington Corbett Package CompanyWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington CTI of NC IncWIRO New Hanover Wilmington CTI of NC IncWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington General Electric CompanyWIRO New Hanover Wilmington General Electric CompanyWIRO New Hanover Wilmington Hess Corporation - Wilmington TerminalWIRO New Hanover Wilmington Hewletts Creek Pump StationWIRO New Hanover Wilmington INVISTA S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, Wilmington
Allowable Emissions ST
(lb/hr)
Allowable Emissions LT
(lb/hr)
Allowable Emissions
(<=TPY)ST 20D LT 20D- ST Is
TPY>20D?LT Is TPY>20D-
?Include Source in Modeling? Allowable Emissions Ref.
YESYES
10.18 10.18 44.60 327.60 171.60 No No No Permit/DENR WIRO PTE estimate
100.00 289.03 133.03 No No No100.00 318.68 162.68 No No No
35.62 35.62 156.00 280.95 124.95 No YES YES DENR Inventory PTE (11/07)YESYESYESYESYESYES
6.55 6.55 28.70 394.23 238.23 No No No Permit/calculated (PM10)
158.47 99.77 437.01 33.84 -122.16 YES YES YES Permit/calculated (PM10)YESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYES
22.55 22.55 98.77 293.06 137.06 No No No Permit/calculated
22.83 22.83 100.00 187.55 31.55 No YES YES Permit/synthetic minor limitYES
100.00 400.48 244.48 No No No100.00 397.68 241.68 No No No51.67 473.06 317.06 No No No Permit/calculated
271.16 251.14 1,100.00 285.80 129.80 YES YES YES Permit/calculatedYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYES
100.00 322.81 166.81 No No No
Page 17 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLCWIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLCWIRO New Hanover Wilmington MeadWestvaco Packaging Systems, LLCWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington NuStar Asphalt Refining, LLCWIRO New Hanover Wilmington NuStar Asphalt Refining, LLCWIRO New Hanover Castle Hayne Oldecastle - Adams Products CompanyWIRO New Hanover Wilmington Ready Mixed Concrete Company - WilmingtonWIRO New Hanover Wilmington S & G Prestress CompanyWIRO New Hanover Castle Hayne S & W Ready Mix Concrete - Castle HayneWIRO New Hanover Wilmington S & W Ready Mix Concrete Co - Wilmington PlantWIRO New Hanover Wilmington S & W Ready Mix Concrete Co - Wilmington PlantWIRO New Hanover Wilmington Southern States ChemicalWIRO New Hanover Wilmington Southern States ChemicalWIRO New Hanover Wilmington Vopak TerminalWIRO New Hanover Wilmington Vopak TerminalWIRO New Hanover Wilmington Vopak Terminal South WilmingtonWIRO New Hanover Wilmington Wilbara, LLCWIRO New Hanover Wilmington Wilmington MaterialsWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base
Allowable Emissions ST
(lb/hr)
Allowable Emissions LT
(lb/hr)
Allowable Emissions
(<=TPY)ST 20D LT 20D- ST Is
TPY>20D?LT Is TPY>20D-
?Include Source in Modeling? Allowable Emissions Ref.
100.00 306.76 150.76 No No No
100.00 312.98 156.98 No No No Permit-Minor PM from printing
22.83 100.00 484.39 328.39 No No No Permit (synthetic minor)
6.53 6.53 28.60 302.70 146.70 No No No Permit/calculated
75.06 474.74 318.74 No No No Permit/calculated
11.42 11.42 50.00 55.44 -100.56 No YES YES DENR WIRO PTE estimate7.20 7.20 31.54 163.11 7.11 No YES YES Calculated (AP-42)
100.00 445.83 289.83 No No No2.225 2.225 9.75 60.56 -95.44 No YES YES DENR Conc Batch Plant spreadsheet
39.40 437.91 281.91 No No No Calculated (AP-42)
20.54 305.79 149.79 No No No Permit/calculated
32.23 418.86 262.86 No No No Permit/calculated
100.00 479.84 323.84 No No No1.85 1.85 8.10 276.80 120.80 No No No Source Added: Permit, DAQ PD
100.00 290.40 134.40 No No NoNA NA NA NA NA NA NA No Note source excluded because
distance exceeds 50km + SIA
Page 18 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Richlands Martin Marietta Materials, Inc., - Onslow QuarryWIRO Onslow Jacksonville Mine Safety AppliancesWIRO Onslow Jacksonville Mine Safety AppliancesWIRO Onslow Jacksonville Mine Safety AppliancesWIRO Onslow Jacksonville Ready Mixed Concrete Company - JacksonvilleWIRO Onslow Jacksonville Ready Mixed Concrete Company - JacksonvilleWIRO Onslow Jacksonville Ready Mixed Concrete Company - JacksonvilleWIRO Onslow Jacksonville S & W Ready Mix Concrete - JacksonvilleWIRO Onslow Jacksonville S & W Ready Mix Concrete - JacksonvilleWIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly RidgeWIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly RidgeWIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly RidgeWIRO Onslow Holly Ridge S & W Ready Mix Concrete Co - Holly RidgeWIRO Pender Rocky Point Del Laboratories, Inc.WIRO Pender Rocky Point Del Laboratories, Inc.WIRO Pender Rocky Point Del Laboratories, Inc.WIRO Pender Rocky Point H & P Wood Turnings, Inc.WIRO Pender Rocky Point Martin Marietta Materials, Inc. - Rocky PointWIRO Pender Hampstead Ready Mixed Concrete Company - Scotts HillWIRO Pender St Helena S & W Ready Mix Concrete Co. - St. Helena
Allowable Emissions ST
(lb/hr)
Allowable Emissions LT
(lb/hr)
Allowable Emissions
(<=TPY)ST 20D LT 20D- ST Is
TPY>20D?LT Is TPY>20D-
?Include Source in Modeling? Allowable Emissions Ref.
100.00 1,165.53 1,009.53 No No No100.00 1,141.10 985.10 No No No
100.00 1,179.60 1,023.60 No No No
100.00 1,183.64 1,027.64 No No No
100.00 587.90 431.90 No No No
0.68 0.68 3.00 142.49 -13.51 No YES YES DAQ air permit reviewYESYES
4.50 193.84 37.84 No No No DAQ air permit review4.04 4.04 17.70 120.66 -35.34 No YES YES DENR WIRO PTE estimate0.87 0.87 3.83 156.69 0.69 No YES YES Calculated/permit file
100.00 293.55 137.55 No No No
Page 19 of 22 Printed: 1/20/2011
PM10 Off-site Emission Inventory for Carolinas Cement Company, LLC
Search Parameters: PM 10
UTM: 3808.201 N km, 790.2844 E km Zone 17ALL SOURCES UTM: 3807.34801 N km, 238.54712 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
WIRO Pender Burgaw Windsor Fiberglass, Inc.FRO Sampson Harrells Coastal Plains Pork, LLC
* Release Point Types:01 - FUGITIVE (NO STACK)02 - VERTICAL STACK03 - HORIZONTAL STACK04 - GOOSE NECK STACK 05 - VERTICAL STACK WITH RAIN CAP06 - DOWNWARD-FACING VENTCaveat: In order to split out emissions per release point, the total emissions per operating scenario were back calculated and split baquantification of % emissions through each release point. The values are only as good as the recorded data for % of emissions allocarelease point.
Allowable Emissions ST
(lb/hr)
Allowable Emissions LT
(lb/hr)
Allowable Emissions
(<=TPY)ST 20D LT 20D- ST Is
TPY>20D?LT Is TPY>20D-
?Include Source in Modeling? Allowable Emissions Ref.
100.00 293.08 137.08 No No No100.00 987.53 831.53 No No No
Page 20 of 22 Printed: 1/20/2011
PSD Inventory for Carolinas Cement Company, LLC
REGION COUNTY COMPANY PERMIT POLLUTANT TONS/YR LBS/HR TRIGGER DATEFAYETTEVILLE BLADEN BCH ENERGY CORPORATION 7351R01 TSP 0 13-May-94FAYETTEVILLE BLADEN BROWN & ROOT, INC. 8583R00 TSP 6.03 07-May-98FAYETTEVILLE BLADEN BROWN & ROOT, INC. - TARHEEL 8583R01 TSP 0 24-Jul-98FAYETTEVILLE BLADEN BROWN'S OF CAROLINA 8155R00 TSP 16.9FAYETTEVILLE BLADEN CAROLINA FOOD PROCESSORS, INC. 7221R00 TSP 8.4FAYETTEVILLE BLADEN CLARKTON COTTON CO. 7070R01 TSP 7.7FAYETTEVILLE BLADEN COGENTRIX OF N.C. 5455R00 TSP 12FAYETTEVILLE BLADEN COGENTRIX OF NC, KENANSVILLE 5492R00 TSP 121FAYETTEVILLE BLADEN CROWELL CONSTRUCTORS, INC. 2817R06 TSP -105FAYETTEVILLE BLADEN PEANUT PROCESSORS, INC. 7877R00 TSP 2.35 14-Dec-94FAYETTEVILLE BLADEN S.T. WOOTEN CORP.-ASPHALT PLT. NO. 6 8344R00 TSP 3.0 20-Aug-96FAYETTEVILLE BLADEN SOUTHERN PEANUT COMPANY, INC. 1973R06 TSP 1.5FAYETTEVILLE SAMPSON K&K DIMENSIONS, CLINTON 4426R00 TSP 8.0FAYETTEVILLE SAMPSON KEENER LUMBER, CLINTON 4583R00 TSP 1.07FAYETTEVILLE SAMPSON KEENER LUMBER, CLINTON 4583R01 TSP 1.07WILMINGTON BRUNSWICK ARCHER DANIELS MIDLAND CO. 2502R12 TSP 8.8 24-Sep-93WILMINGTON BRUNSWICK ARCHER DANIELS MIDLAND COMPANY 2502R15 TSP 2.92 25-Jun-97WILMINGTON BRUNSWICK BOGGS MATERIALS, INC. 8833R00 TSP 8.8 10.1 08-Feb-00WILMINGTON BRUNSWICK CAPE FEAR CONCRETE 9592R00 TSP 7 19-Jan-06WILMINGTON BRUNSWICK COGENTRIX OF N.C. 5884R00 TSP 3.6WILMINGTON BRUNSWICK DUPONT 3033R05 TSP 1.4WILMINGTON BRUNSWICK DUPONT 3033R06 TSP 5.9WILMINGTON BRUNSWICK DUPONT 3033R19 TSP 3.2WILMINGTON BRUNSWICK DUPONT, PHOENIX 4276R02 TSP ?WILMINGTON BRUNSWICK ESTECH GENERAL CHEMICALS CORP., NAV 188R04 TSP ?WILMINGTON BRUNSWICK GENERAL WOOD PRESERVING, LELAND 3753R02 TSP 10.1WILMINGTON BRUNSWICK GENERAL WOOD PRESERVING, LELAND 3753R04 TSP 17.6WILMINGTON BRUNSWICK IKE WILLIAMSON SAND PIT, ACB 9826R00 TSP 9 26-Sep-07WILMINGTON BRUNSWICK MALMO ASPHALT PLANT 8716R00 TSP 5.43 05-Mar-99WILMINGTON BRUNSWICK MARTIN MARIETTA AGGREGATES 7648R00 TSP 14.8 11-Apr-94WILMINGTON BRUNSWICK MARTIN MARIETTA AGGREGATES 7846R00 TSP 14.8 23-Mar-95WILMINGTON BRUNSWICK PFIZER, SOUTHPORT 2502R03 TSP 1.2WILMINGTON BRUNSWICK PFIZER, SOUTHPORT 2502R05 TSP 2.4WILMINGTON BRUNSWICK STANDARD PRODUCTS, SOUTHPORT 2468R05 TSP 12.10WILMINGTON COLUMBUS ALSCO 7694R00 TSP 1.77 23-Feb-94WILMINGTON COLUMBUS ALSCO 7694R01 TSP 1.77 12-Apr-94WILMINGTON COLUMBUS DICKERSON CAROLINA, INC. 6682R00 TSP 14.6WILMINGTON COLUMBUS FACET GLAS, INC. 6102R00 TSP 1.2WILMINGTON COLUMBUS FEDERAL PAPER BOARD 2248R8 TSP 10WILMINGTON COLUMBUS FEDERAL PAPER BOARD 3441R09 TSP ?WILMINGTON COLUMBUS GEORGIA PACIFIC CORP. 7R09 TSP -0.33WILMINGTON COLUMBUS J L POWELL & COMPANY, INC. 9579R00 TSP 2 15-Dec-05WILMINGTON COLUMBUS PRIDGEN CABINET WORKS, INC. 8116R00 TSP 1.1WILMINGTON COLUMBUS WHITEVILLE PLYWOOD CO., INC. 946R04 TSP 2.7WILMINGTON COLUMBUS WHITEVILLE PLYWOOD CO., INC. 946R07 TSP 2.4WILMINGTON COLUMBUS WRIGHT CHEMICAL CORP. 1394R06 TSP 13.5WILMINGTON COLUMBUS WRIGHT CHEMICAL CORP. 1394R08 TSP -1.3WILMINGTON DUPLIN CARGILL, INC. 8189R00 TSP 1.07 14-Sep-95WILMINGTON DUPLIN CARROLL'S FOODS, WARSAW 2897R02 TSP 8.36WILMINGTON DUPLIN CARROLL'S FOODS, WARSAW 2897R12 TSP 5.7 28-Oct-94WILMINGTON DUPLIN COGENTRIX OF NC, KENANSVILLE 5492R00 TSP 12WILMINGTON DUPLIN FUSSELL LIME & ROCK CO., INC. 2947R04 TSP 34.8WILMINGTON DUPLIN GUILFORD EAST, KENANSVILLE 2484R02 TSP 6.10WILMINGTON DUPLIN GUILFORD MILLS, INC. 2484R05 TSP -4.80WILMINGTON DUPLIN GUILFORD MILLS, INC. 2484R06 TSP 14.0 29-Dec-93WILMINGTON DUPLIN J.P. STEVENS, WALLACE 3148R02 TSP -2.700WILMINGTON DUPLIN MURPHY FAMILY FARMS 8462R00 TSP 5.9 18-Mar-98WILMINGTON DUPLIN MURPHY FARMS, INC. 5516R03 TSP 1.0WILMINGTON DUPLIN MURPHY FARMS, INC. 7796R01 TSP 1.0WILMINGTON DUPLIN MURPHY FARMS, MT. OLIVE I 8469R00 TSP 10.2 24-Apr-98WILMINGTON DUPLIN ROSE HILL ANIMAL DISEASE DIAG. LAB 6210R02 TSP NEG 04-Nov-94WILMINGTON DUPLIN STEVCOKNIT FABRICS COMPANY, INC. 3148R12 TSP 3.95 13-Jun-97WILMINGTON DUPLIN VALLEY PROTEINS, INC. 5127R10 TSP -5.3 03-Nov-95WILMINGTON NEW HANOVER AMERICAN COAL, WILMINGTON 4696R00 TSP 61.000WILMINGTON NEW HANOVER CAPE INDUSTRIES 130R10 TSP NEGWILMINGTON NEW HANOVER CAPE INDUSTRIES 130R15 TSP -2.4WILMINGTON NEW HANOVER CAPE INDUSTRIES 164R09 TSP 3.8WILMINGTON NEW HANOVER CAROLINA MARINE TERMINAL 9210R01 TSP 6.88 11-May-05WILMINGTON NEW HANOVER CORNING GLASS, WILMINGTON 3809? TSP 2.45WILMINGTON NEW HANOVER CORNING INCORPORATED 3809R15 TSP 3.0 05-Jan-94WILMINGTON NEW HANOVER CORNING INCORPORATED 3809R19 TSP 10.1WILMINGTON NEW HANOVER CORNING INCORPORATED 3809R30 TSP 2.28 19-Apr-00WILMINGTON NEW HANOVER CORNING INCORPORATED 3809R32 TSP 8.03 07-Feb-01WILMINGTON NEW HANOVER CORNING INCORPORATED 3809R33 TSP 2.64 14-Jun-01WILMINGTON NEW HANOVER CP&L - SUTTON 1318R10 TSP 3.05 09-Mar-95WILMINGTON NEW HANOVER CP&L - SUTTON 1318R11 TSP 3.05WILMINGTON NEW HANOVER DEPOORTERE CORP., WILMINGTON 4473R01 TSP -1.3WILMINGTON NEW HANOVER DIAMOND SHAMROCK 2937R12 TSPWILMINGTON NEW HANOVER DICKERSON CAROLINA INC. 2905R06 TSP 14.6WILMINGTON NEW HANOVER DICKERSON INC., WILMINGTON 4582R03 TSP 1.440WILMINGTON NEW HANOVER EASTERN PORTLAND CEMENT, WILMINGTON 5860R00 TSP 4.730WILMINGTON NEW HANOVER FORTRON INDUSTRIES 7323R01 TSP 0.406WILMINGTON NEW HANOVER GANG NAIL, WILMINGTON 5572R00 TSP 7.25WILMINGTON NEW HANOVER GENERAL ELECTRIC CO., WILMINGTON 1756R04 TSP 1.50
Page 21 of 22 Printed: 1/20/2011
PSD Inventory for Carolinas Cement Company, LLC
REGION COUNTY COMPANY PERMIT POLLUTANT TONS/YR LBS/HR TRIGGER DATEWILMINGTON NEW HANOVER GENERAL ELECTRIC CO., WILMINGTON 1756R08 TSP 2.6WILMINGTON NEW HANOVER GOLD BOND BUILDING PRODUCTS 3725RR4 TSP 0.830WILMINGTON NEW HANOVER HERCOFINA, WILMINGTON 130R03 TSP ?WILMINGTON NEW HANOVER HERCOFINA, WILMINGTON 130R53 TSP -102WILMINGTON NEW HANOVER INDUSTRIAL AND MARINE SANDBLASTING 4607R00 TSP 23.520WILMINGTON NEW HANOVER JAMES A. LOUGHLIN WWTP (AKA NORTHSIDE WWTP) 9541R00 TSP 3 18-Oct-05WILMINGTON NEW HANOVER KOCH SULFUR PRODUCTS CO., WILMINGTON 4548R02 TSP 2.800WILMINGTON NEW HANOVER KREIDO BIOFUELS, INC. 9842R00 TSP 1 14-Dec-07WILMINGTON NEW HANOVER LOUISIANA-PACIFIC CORP. 5572R05 TSP 5.88 31-Mar-94WILMINGTON NEW HANOVER MATERIAL SALVAGE & RECYCLING, INC. 8943R00 TSP 2.0 15-Jun-01WILMINGTON NEW HANOVER MITEX WOOD PRODUCTS 5572R02 TSP 6.3WILMINGTON NEW HANOVER NC STATE PORTS AUTHORITY 4683R00 TSP 1.550WILMINGTON NEW HANOVER NC STATE PORTS AUTHORITY 4683R01 TSP 1.550WILMINGTON NEW HANOVER NC STATE PORTS AUTHORITY 4683R11 TSP 5.85 07-Mar-94WILMINGTON NEW HANOVER NEW HANOVER COUNTY STEAM PLANT 5151R00 TSP 29.2WILMINGTON NEW HANOVER NEW HANOVER COUNTY STEAM PLANT 5151R02 TSP 11.4WILMINGTON NEW HANOVER NEW HANOVER REGIONAL MEDICAL CENTER 9671R00 TSP 1 25-Aug-06WILMINGTON NEW HANOVER OCCIDENTAL CHEMICAL 2937R20 TSP -6.9WILMINGTON NEW HANOVER PORT CITY CONCRETE, LLC 9841R00 TSP 1 25-Oct-07WILMINGTON NEW HANOVER ROYAL STATE CONSTRUCTION, BOLIVIA 4483R00 TSP 9.050WILMINGTON NEW HANOVER S & G PRESTRESS CO. 7778R00 TSP 1 27-Jul-94WILMINGTON NEW HANOVER S.T. WOOTEN CORPORATION 9567R00 TSP 13 31-Oct-05WILMINGTON NEW HANOVER S.T. WOOTEN CORPORATION 9683R00 TSP 1 27-Sep-06WILMINGTON NEW HANOVER SOUTHERN EQUIPMENT CO., INC. DBA WILMINGTON CEMENT 9824R00 TSP 1 18-Oct-07WILMINGTON NEW HANOVER TAKEDA CHEM PRODUCTS, USA, INC. 5591R04 TSP 12.9WILMINGTON NEW HANOVER TAKEDA CHEM PRODUCTS, USA, INC. 5591R05 TSP 8.1WILMINGTON NEW HANOVER TAKEDA CHEM PRODUCTS, USA, INC. 5591R11 TSP 14.0WILMINGTON NEW HANOVER VERIZON WIRELESS - JORDAN 2 9446G00 TSP 2.0 01-Jul-04WILMINGTON NEW HANOVER WILMINGTON FERTILIZER CO. 5144R01 TSP -36.5WILMINGTON NEW HANOVER WILMINGTON SAND & GRAVEL CO. 5144R03 TSP 3.3WILMINGTON ONSLOW MARINE BASE, CAMP LEJEUNE 4641R00 TSP 9.910WILMINGTON ONSLOW MARINE BASE, CAMP LEJEUNE 4641R01 TSP 9.910WILMINGTON ONSLOW MARINE BASE, CAMP LEJEUNE 4645R00 TSP 1.790WILMINGTON ONSLOW U.S. NAVAL REG MED, CAMP LEJEUNE 4663R00 TSP 67.300WILMINGTON ONSLOW U.S. NAVAL REG MED, CAMP LEJEUNE 4663R01 TSP 13.5WILMINGTON PENDER ADAMS CONSTRUCTION CO. 7321R00 TSP 6.0WILMINGTON PENDER BURGAW LUMBER, ROCKY POINT 4624R00 TSP 2.200
Page 22 of 22 Printed: 1/20/2011
Carolinas Cement Company
Plant Name Location Distance NO2 Sourceskm NAAQS
Elementis Chromium Castle Hayne 1.86 XBarnhill Contracting Co. Castle Hayne 6.27 XGlobal Nuclear Fuel - Americas, LLC Wilmington 9.65 XWilbara, LLC Wilmington 13.84 XCorning Inc. Wilmington 14.44 XInvista, S.a.r.l. (00164) Wilmington 14.51 XFortron Industries LLC Wilmington 14.87 XNew Hanover Co. WASTEC Wilmington 15.43 XSouthern States Chemical Wilmington 15.60 XKinder Morgan, Wilmington Wilmington 16.48 XCP&L Progress Energy - Sutton Plant Wilmington 16.77 XAmerican Distillation, Inc. Brunswick Co. 18.92 XDAK Americas LLC Brunswick Co. 19.06 XInternational Paper - Riegelwood Mill Columbus Co. 34.13 XEPCOR USA North Carolina LLC - Southport Plant Brunswick Co. 50.48 X
OFF-SITE SOURCES TO BE INCLUDED IN CUMULATIVE MODELING
CCC NOx 20D Analysis 021611.xls 1 of 8
NO x Off-site Emission Inventory for Titan America
FINAL SOURCE LIST (SORTED BY DISTANCE)
Model ID COUNTY PLANT NAME PERMIT # POLLU-TANT
Allowable Emissions ST
(lb/hr)
Max Normal Emissions
(lb/hr)1
Allowable Emissions LT
(tpy)2
UTM EAST
UTM NORTH
UTM ZONE STACK3 RELEASE
PT TYPE4 HT (FT) DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
GAS TEMP (0F)
DISTANCE (KM)
New Hanover Elementis Chromium 02937 NOx 370.24 378.74 1,400.70 236.91 3,806.94 18 EP101 02 175.00 14.00 28.90 266,928.56 277.00 1.86New Hanover Elementis Chromium 02937 NOx 8.50 236.91 3,806.94 18 EP127 02 133.00 3.90 46.50 33,329.07 122.00 1.86New Hanover Barnhill Contracting Company 02905 NOx 23.38 23.38 100.00 234.14 3,803.31 18 RP1 Asphalt Plant 02 30.00 5.50 59.80 85,245.00 240.00 6.27New Hanover Global Nuclear Fuel - Americas, LLC 01756 NOx 4.04 4.04 100.00 231.05 3,801.71 18 Incinerator Stack 02 42.00 1.30 57.00 4,539.44 160.00 9.65New Hanover Global Nuclear Fuel - Americas, LLC 01756 NOx 20.92 231.05 3,801.71 18 ERP-S35 02 12.00 0.75 181.00 4,797.80 800.00 9.65New Hanover Global Nuclear Fuel - Americas, LLC 01756 NOx 40.23 231.05 3,801.71 18 ERP-S39 02 20.00 1.00 188.00 8,859.29 885.00 9.65New Hanover Global Nuclear Fuel - Americas, LLC 01756 NOx 40.23 231.05 3,801.71 18 ERP-S40 02 20.00 1.00 188.00 8,859.29 885.00 9.65New Hanover Wilbara, LLC 09904 NOx 8.53 2.35 37.36 226.30 3,800.98 18 Sulfuric acid plant stack 02 100.00 4.25 23.88 20,326.07 356.00 13.84New Hanover Corning Incorporated 03809 NOx 17.51 112.28 250.00 235.71 3,793.59 18 2a 02 130.00 4.50 25.00 23,856.46 74.00 14.44New Hanover Corning Incorporated 03809 NOx 24.56 235.71 3,793.59 18 3 02 120.00 4.25 121.00 102,992.20 118.00 14.44New Hanover Corning Incorporated 03809 NOx 42.15 235.71 3,793.59 18 4 02 100.00 4.00 76.00 57,302.65 225.00 14.44New Hanover Corning Incorporated 03809 NOx 7.46 235.71 3,793.59 18 5 02 120.00 4.75 58.00 61,667.50 95.00 14.44New Hanover Corning Incorporated 03809 NOx 0.59 235.71 3,793.59 18 6 02 120.00 1.33 47.00 3,917.80 280.00 14.44New Hanover Corning Incorporated 03809 NOx 19.15 235.71 3,793.59 18 7 02 40.00 3.00 85.17 36,125.00 225.00 14.44New Hanover Corning Incorporated 03809 NOx 0.87 235.71 3,793.59 18 HB-22 02 121.00 0.83 19.00 616.80 350.00 14.44New Hanover Corning Incorporated 03809 NOx 134.85 235.71 3,793.59 18 EPG1-5 02 20.00 0.75 132.00 3,498.94 400.00 14.44New Hanover Invista, S.a.r.l. 00164 NOx 231.80 789.27 3,344.02 225.91 3,800.68 18 B4040 + HTR4 02 120.00 5.50 11.71 16,700.00 427.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 8.07 225.91 3,800.68 18 B7600 02 110.00 3.00 22.04 9,350.00 750.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 53.33 225.91 3,800.68 18 BLR1EP 02 80.00 5.50 43.03 61,340.00 259.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 88.20 225.91 3,800.68 18 BLR4EP 02 115.00 6.50 35.21 70,120.00 445.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 76.60 225.91 3,800.68 18 BLR5EP 02 115.00 6.50 37.40 74,466.00 445.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 58.30 225.91 3,800.68 18 HTR1 02 139.00 8.00 26.31 79,360.00 427.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 48.30 225.91 3,800.68 18 HTR3 02 143.00 8.00 16.83 50,766.00 380.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 57.20 225.91 3,800.68 18 HTR5 02 150.00 5.50 47.41 67,590.00 473.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 2.47 225.91 3,800.68 18 TO 02 100.00 5.50 41.25 58,786.00 607.00 14.51New Hanover Invista, S.a.r.l. 00164 NOx 165.00 225.91 3,800.68 18 G-4904 02 101.00 0.65 17.00 338.46 260.00 14.51New Hanover Fortron Industries LLC 07323 NOx 6.29 7.86 48.03 225.47 3,800.73 18 ERP-FU-081 Boiler 02 144.00 3.00 12.96 5,500.00 500.00 14.87New Hanover Fortron Industries LLC 07323 NOx 1.57 225.47 3,800.73 18 Thermal Oxidizer Stack 02 145.00 1.70 60.00 8,171.28 1,400.00 14.87New Hanover Fortron Industries LLC 07323 NOx 35.40 225.47 3,800.73 18 MS-726 Generator 02 10.00 0.50 100.00 1,178.09 700.00 14.87New Hanover Fortron Industries LLC 07323 NOx 19.05 225.47 3,800.73 18 MS-2726 Generator 02 10.00 0.50 45.00 530.14 700.00 14.87New Hanover New Hanover County WASTEC 05151 NOx 28.39 86.79 354.80 227.47 3,797.04 18 EP-1 02 200.00 3.00 67.70 28,712.58 305.00 15.43New Hanover New Hanover County WASTEC 05151 NOx 29.78 227.47 3,797.04 18 EP-2 02 200.00 3.00 71.00 30,112.16 305.00 15.43New Hanover New Hanover County WASTEC 05151 NOx 28.62 227.47 3,797.04 18 EP-3 02 200.00 3.00 66.00 27,991.59 280.00 15.43New Hanover Southern States Chemical 01853 NOx 54.40 0.04 238.29 228.11 3,796.18 18 ES1/2 Sulfuric Acid Plant 02 150.00 3.00 25.00 10,602.75 70.00 15.60New Hanover Kinder Morgan, Wilmington 04382 NOx 1.71 3.89 17.02 228.66 3,794.59 18 120 Boiler 12 02 34.00 3.00 12.00 5,089.38 450.00 16.48New Hanover Kinder Morgan, Wilmington 04382 NOx 0.86 228.66 3,794.59 18 Boiler Stack 6 02 24.00 1.00 12.00 565.48 450.00 16.48New Hanover Kinder Morgan, Wilmington 04382 NOx 0.86 228.66 3,794.59 18 Boiler Stack 5.5 02 24.00 1.00 12.00 565.48 450.00 16.48New Hanover Kinder Morgan, Wilmington 04382 NOx 0.46 228.66 3,794.59 18 Boiler Stack 3.2 02 18.00 1.00 12.00 565.48 250.00 16.48New Hanover Carolina Power and Light Company d/b/a Pro 01318 NOx 235.84 6,392.01 7,770.06 225.38 3,797.40 18 IC TURBINE 1 STACK 02 36.50 10.20 61.40 301,029.79 802.00 16.77New Hanover Carolina Power and Light Company d/b/a Pro 01318 NOx 419.76 225.38 3,797.40 18 IC TURBINE 2A STACK 02 49.60 14.00 86.60 799,861.38 845.00 16.77New Hanover Carolina Power and Light Company d/b/a Pro 01318 NOx 419.76 225.38 3,797.40 18 IC TURBINE 2B STACK 02 49.60 14.00 86.60 799,861.38 845.00 16.77New Hanover Carolina Power and Light Company d/b/a Pro 01318 NOx 4,570.20 225.38 3,797.40 18 UNIT 1 & 2 STACK 02 551.00 18.00 68.10 1,039,759.48 288.00 16.77New Hanover Carolina Power and Light Company d/b/a Pro 01318 NOx 8,071.20 225.38 3,797.40 18 Unit 3 stack 02 551.00 16.40 117.10 1,484,175.83 297.00 16.77New Hanover Carolina Power and Light Company d/b/a Pro 01318 NOx 361.00 225.38 3,797.40 18 Turbine 3 02 120.00 22.00 105.37 2,403,275.00 1,021.00 16.77New Hanover Carolina Power and Light Company d/b/a Pro 01318 NOx 361.00 225.38 3,797.40 18 Turbine 4 02 120.00 22.00 105.37 2,403,275.00 1,021.00 16.77New Hanover Carolina Power and Light Company d/b/a Pro 01318 NOx 7.52 225.38 3,797.40 18 AB1, DPH1, DPH2, FWP1 02 50.00 16.40 117.10 1,484,175.83 297.00 16.77Brunswick American Distillation, Inc. 07627 NOx 12.94 12.94 56.69 775.97 3,795.96 17 ERP-200 Boiler 02 20.00 1.50 17.80 1,887.31 450.00 18.92Brunswick DAK Americas LLC 03033 NOx 728.98 728.98 3,082.78 772.51 3,801.50 17 ES-01 02 175.00 5.18 68.00 85,982.40 350.00 19.06Columbus International Paper - Riegelwood Mill 03138 NOx 1,829.57 1,182.25 7,157.02 756.39 3,804.53 17 RB5 Recovery Boiler 5 02 250.00 14.80 57.10 589,387.16 393.00 34.13Brunswick EPCOR USA North Carolina LLC - Southport 05884 NOx 722.40 468.30 2,237.73 776.18 3,759.85 17 Unit 1 stack 02 198.00 8.67 60.00 212,535.05 315.00 50.48
NOTES: 1 Maximum normal emissions provided on a facility-wide basis (not used in modeling)2 Long-term allowable emissions provided on a facility-wide basis3 All stacks are included for sources inside the SIA. For sources outside the SIA, the dominant or most representative stack is used for modeling the total of each facility's emissions. 4 Release Point Types:
01 - FUGITIVE (NO STACK)02 - VERTICAL STACK
Page 2 of 8 Printed: 2/24/2011
NO x Off-site Emission Inventory for Titan America
Search Parameters: NO X
UTM: 3808.3090 N km, 790.3110 E km Zone 17ALL SOURCES UTM: 3807.4540 N km, 238.5801 E km Zone 18
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC
ACTUAL EMISSIONS
(TONS) POLLUTANT * RELEASE PT
TYPEHT
(FT)DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
FRO Bladen Riegelwood Lower Cape Fear Water & Sewer Authority - Kings Bluff 09381 G01 748.58 3,810.05 17 ERP-Gen1 Exhaust for gen 1 0.12 NOx 02 12.00 0.25 30.00 88.35WIRO Brunswick Leland American Distillation, Inc. 07627 R07 775.97 3,795.96 17 ERP-200 BOILER 200 STACK 3.67 NOx 02 20.00 1.50 17.80 1,887.31WIRO Brunswick Leland Carolina Pole Leland, Inc. 03753 R10 769.40 3,794.03 17 ERP1 Stack for boiler 15.05 NOx 02 30.00 2.50 34.00 10,013.82WIRO Brunswick Leland DAK Americas LLC 03033 T42 772.51 3,801.50 17 ES-01 vertical 503.41 NOx 02 175.00 5.18 68.00 85,982.40WIRO Brunswick Leland DAK Americas LLC 03033 T42 772.51 3,801.50 17 ES-02 vertical 503.41 NOx 02 175.00 5.18 68.00 85,982.40WIRO Brunswick Leland DAK Americas LLC 03033 T42 772.51 3,801.50 17 ES-03-04 vertical 72.02 NOx 02 175.00 5.66 31.00 46,798.90WIRO Brunswick Leland DAK Americas LLC 03033 T42 772.51 3,801.50 17 ES-07-09-10 vertical 69.90 NOx 02 175.00 5.00 48.00 56,548.66WIRO Brunswick Leland DAK Americas LLC 03033 T42 772.51 3,801.50 17 ES-11-12-13-14 vertical 69.90 NOx 02 115.00 3.50 23.00 13,277.15WIRO Brunswick Leland ExxonMobil Chemical Company 00199 R08 772.87 3,801.33 17 Generator stack Generator stack 0.02 NOx 02 10.00 0.50 120.00 1,413.71WIRO Brunswick Leland Malmo Asphalt Plant 08716 R03 766.62 3,795.32 17 EP1 Baghouse on Drum Mixer 2.53 NOx 02 32.00 2.42 68.12 18,800.00WIRO Brunswick Leland Malmo Asphalt Plant 08716 R03 766.62 3,795.32 17 IEP4 One No. 2 Fuel Oil-Fired Asphalt Tank 0.63 NOx 02 7.33 0.88 10.00 360.79WIRO Brunswick Leland Technical Coating International, Inc. 07436 T07 773.91 3,789.87 17 EP-1 EP-1 0.04 NOx 02 35.00 1.50 97.00 10,284.78WIRO Brunswick Leland Technical Coating International, Inc. 07436 T07 773.91 3,789.87 17 EP-2 EP-2 0.04 NOx 02 35.00 1.50 48.00 5,089.38WIRO Brunswick Leland Technical Coating International, Inc. 07436 T07 773.91 3,789.87 17 EP-2A EP-2A 0.04 NOx 02 35.00 1.50 48.00 5,089.38WIRO Brunswick Leland Technical Coating International, Inc. 07436 T07 773.91 3,789.87 17 EP-3 EP-3 0.04 NOx 02 35.00 1.50 48.00 5,089.38WIRO Brunswick Leland Technical Coating International, Inc. 07436 T07 773.91 3,789.87 17 EP-3A EP-3A 0.04 NOx 02 35.00 1.50 48.00 5,089.38WIRO Brunswick Leland Technical Coating International, Inc. 07436 T07 773.91 3,789.87 17 EP-4 EP-4 0.04 NOx 02 35.00 1.50 48.00 5,089.38WIRO Brunswick Leland Victaulic Company 07814 R07 769.77 3,794.48 17 Rubber Process exhaust from rubber curing ovens 1.38 NOx 05 25.00 1.00 0.10 4.71WIRO Brunswick Southport Archer Daniels Midland Company 02502 T20 223.25 3,759.62 18 21 & 22 turbines w/ steam inj 2.70 NOx 02 60.00 8.30 79.00 256,462.81WIRO Brunswick Southport Archer Daniels Midland Company 02502 T20 223.25 3,759.62 18 ep-48 diesel emer gen 0.86 NOx 02 10.00 0.70 5.00 115.45WIRO Brunswick Southport EPCOR USA North Carolina LLC - Southport Plant 05884 T09 776.18 3,759.85 17 1 Unit 1 stack 571.40 NOx 02 198.00 8.67 60.00 212,535.05WIRO Brunswick Southport EPCOR USA North Carolina LLC - Southport Plant 05884 T09 776.18 3,759.85 17 2 Unit 2 stack 499.20 NOx 02 198.00 8.67 60.00 212,535.05WIRO Brunswick Southport EPCOR USA North Carolina LLC - Southport Plant 05884 T09 776.18 3,759.85 17 fire pump Fire Pump Stack 0.14 NOx 02 10.00 0.25 1.00 2.94WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 AUX B Auxboiler Stack 0.25 NOx 02 40.00 2.00 47.80 9,010.08WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN A Emergency Diesel Generator A 3.50 NOx 02 74.00 2.50 112.70 33,192.88WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN B Emergency Diesel Generator B 3.50 NOx 02 74.00 2.50 112.70 33,192.88WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN C Emergency Diesel Generator C 3.50 NOx 02 74.00 2.50 112.70 33,192.88WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN D Emergency Diesel Generator D 3.50 NOx 02 74.00 2.50 112.70 33,192.88WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 GEN E Emergency Diesel Generator E 0.15 NOx 02 8.00 0.80 158.20 4,771.19WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 SAMG-DG1 Temporary Emergency Diesel Engine G 0.01 NOx 02 8.00 0.33 260.14 1,335.00WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 SAMG-DG2 Temporary Emergency Diesel Engine G 0.01 NOx 02 8.00 0.33 260.14 1,335.00WIRO Brunswick Southport Progress Energy Carolinas - Brunswick Plant 05556 R14 222.76 3,760.46 18 U-FIREPUMP 255hp Diesel Fire Pump Engine 0.02 NOx 02 30.00 0.50 113.31 1,335.00WIRO Columbus Riegelwood Hexion Acme Facility 01394 T40 757.34 3,801.92 17 001-01 boiler 11.80 NOx 02 50.00 2.00 37.10 6,993.18WIRO Columbus Riegelwood Hexion Acme Facility 01394 T40 757.34 3,801.92 17 001-02b hex cat ox 17.06 NOx 02 30.00 2.80 31.00 11,452.99WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 J-009-030 fugitive 12.24 NOx 01 10.00 1.00 0.20 9.42WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 K4001 vertical 117.92 NOx 02 250.00 1.00 53.50 2,521.12WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 LK3 Vertical 3.65 NOx 02 150.00 5.00 43.00 50,658.18WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 PB1 vertical 1.34 NOx 02 250.00 10.00 50.50 237,975.64WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 pb2 vertical 503.70 NOx 02 258.00 9.80 46.60 210,901.27WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 PB5 Vert. 260.24 NOx 02 250.00 9.84 40.90 186,618.47WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 PCK B 2 Package Boiler 2 0.78 NOx 02 20.00 1.50 52.81 5,600.00WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 PKGB 1 Package Boiler 1 0.77 NOx 02 20.00 1.50 52.81 5,600.00WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 RB4A RB4A 102.62 NOx 02 258.00 7.00 52.00 120,071.67WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 RB4B RB4A 102.62 NOx 02 258.00 7.00 52.00 120,071.67WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 RB5 vertical 795.12 NOx 02 250.00 14.80 57.10 589,387.16WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 ST3 vertical 3.68 NOx 02 145.00 3.90 24.30 17,417.13WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 ST4 vertical 3.68 NOx 02 293.00 5.00 29.00 34,164.82WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 ST5a vertical 3.68 NOx 02 250.00 5.00 20.00 23,561.94WIRO Columbus Riegelwood International Paper - Riegelwood Mill 03138 R33 756.39 3,804.53 17 ST5b vertical 3.68 NOx 02 250.00 5.00 30.00 35,342.91WIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber Mill 02248 T22 751.33 3,803.16 17 C1-1 verical w/cap 127.37 NOx 02 66.40 5.00 50.00 58,445.64
WIRO Duplin Rose Hill House of Raeford Farms, Inc. - Rose Hill 05001 R06 771.47 3,861.12 17 ES-2 Boiler Stack 3.31 NOx 02 28.00 4.00 43.76 33,000.00WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R08 772.25 3,856.21 17 RP11 Boiler 4.53 NOx 02 187.00 2.00 20.00 3,769.91WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R08 772.25 3,856.21 17 RP12 Boiler 4.53 NOx 02 187.00 2.00 40.00 7,539.82WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R08 772.25 3,856.21 17 RP15S1 1250 kw generator 0.80 NOx 05 45.00 1.00 40.00 1,884.95WIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed Mill 07796 R08 772.25 3,856.21 17 RP15S2 1250 kw generator 0.76 NOx 05 45.00 1.00 40.00 1,884.95WIRO Duplin Rose Hill Murphy Milling Company - Register Site 08462 R03 229.37 3,860.14 18 ERP-4 Column Dryer 0.05 NOx 02 30.00 1.00 10.00 471.23WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R11 772.08 3,855.84 17 RP01R No.2 oil-fired boiler 3.61 NOx 02 12.50 2.20 10.00 2,280.79WIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed Mill 05516 R11 772.08 3,855.84 17 RP11 Back-up boiler 0.40 NOx 02 12.50 2.00 15.00 2,827.43WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R08 770.95 3,860.77 17 B1 Boiler Stack #1 6.81 NOx 02 30.00 4.00 6.79 5,120.00WIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed Mill 05026 R08 770.95 3,860.77 17 B2 Boiler Stack #2 9.79 NOx 02 30.00 4.00 9.70 7,315.00WIRO Duplin Rose Hill Rose Hill Animal Disease Diagnostic Laboratory 06210 R05 771.69 3,858.88 17 RP-INC-1 Incinerator release point 0.01 NOx 02 27.00 1.50 23.20 2,459.86WIRO Duplin Rose Hill Valley Proteins Inc 05127 T19 770.95 3,858.95 17 EP1-6 GROUPED PROCESS VENTS 108.01 NOx 02 45.00 2.00 40.00 7,539.82WIRO Duplin Teachey House of Raeford Farms, Inc. - Wallace Division 08720 R06 769.89 3,849.29 17 ERP-1 One stack for both boilers 2.11 NOx 02 45.00 1.50 25.00 2,650.71WIRO New Hanover Castle Hayne Barnhill Contracting Company 02905 R15 234.14 3,803.31 18 RP1 Bag house stack, on 425 TPH Asphalt p 8.06 NOx 02 30.00 5.50 59.80 85,245.00WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP101 EP101 444.05 NOx 02 175.00 14.00 28.90 266,928.56WIRO New Hanover Castle Hayne Elementis Chromium 02937 T34 236.91 3,806.94 18 EP127 EP127 0.09 NOx 02 133.00 3.90 46.50 33,329.07WIRO New Hanover Wilmington Apex Oil Company, Inc. 02581 R20 228.20 3,786.97 18 ESH1 One No. 2 fuel-oil-fired hot-oil heater (ID 1.00 NOx 02 15.00 2.00 33.00 6,220.35WIRO New Hanover Wilmington Apex Oil Company, Inc. 02581 R20 228.20 3,786.97 18 ESH2 One No. 2 fuel-oil-fired hot-oil steam bo 1.00 NOx 02 15.00 2.00 33.00 6,220.35WIRO New Hanover Wilmington Bradley Creek Pump Station 05778 R08 238.85 3,789.58 18 ERP-1 Generator Stack 0.41 NOx 02 10.00 0.50 100.00 1,178.09
Page 3 of 8 Printed: 2/24/2011
NO x Off-site Emission Inventory for Titan America
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC
ACTUAL EMISSIONS
(TONS) POLLUTANT * RELEASE PT
TYPEHT
(FT)DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Ener 01318 T25 225.38 3,797.40 18 ICT1 IC TURBINE 1 STACK 0.93 NOx 02 36.50 10.20 61.40 301,029.79WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Ener 01318 T25 225.38 3,797.40 18 ICT2A IC TURBINE 2A STACK 2.90 NOx 02 49.60 14.00 86.60 799,861.38WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Ener 01318 T25 225.38 3,797.40 18 ICT2B IC TURBINE 2B STACK 3.00 NOx 02 49.60 14.00 86.60 799,861.38WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Ener 01318 T25 225.38 3,797.40 18 UNIT 1 UNIT 1 & 2 STACK 1,794.39 NOx 02 551.00 18.00 68.10 1,039,759.48WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Ener 01318 T25 225.38 3,797.40 18 Unit 3 Unit 3 stack 3,183.57 NOx 02 551.00 16.40 117.10 1,484,175.83WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Ener 01318 T25 225.38 3,797.40 18 ICT3 Turbine 3 0.00 NOx 02 120.00 22.00 105.37 2,403,275.00WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Ener 01318 T25 225.38 3,797.40 18 ICT4 Turbine 4 0.00 NOx 02 120.00 22.00 105.37 2,403,275.00WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress Ener 01318 T25 225.38 3,797.40 18 MISC AB1, DPH1, DPH2, FWP1 0.00 NOx 02 50.00 16.40 117.10 1,484,175.83WIRO New Hanover Wilmington Corning Incorporated 03809 T46 235.71 3,793.59 18 3 3 50.59 NOx 02 120.00 4.25 121.00 102,992.20WIRO New Hanover Wilmington Corning Incorporated 03809 T46 235.71 3,793.59 18 4 4 91.26 NOx 02 100.00 4.00 76.00 57,302.65WIRO New Hanover Wilmington Corning Incorporated 03809 T46 235.71 3,793.59 18 5 ES008 0.00 NOx 02 120.00 4.75 58.00 61,667.50WIRO New Hanover Wilmington Corning Incorporated 03809 T46 235.71 3,793.59 18 6 6 2.53 NOx 02 120.00 1.33 47.00 3,917.80WIRO New Hanover Wilmington Corning Incorporated 03809 T46 235.71 3,793.59 18 7 Source 4 35.25 NOx 02 40.00 3.00 85.17 36,125.00WIRO New Hanover Wilmington Corning Incorporated 03809 T46 235.71 3,793.59 18 2a 2a 19.40 NOx 02 130.00 4.50 25.00 23,856.46WIRO New Hanover Wilmington Corning Incorporated 03809 T46 235.71 3,793.59 18 EPG1-5 emer gen 0.63 NOx 02 20.00 0.75 132.00 3,498.94WIRO New Hanover Wilmington Corning Incorporated 03809 T46 235.71 3,793.59 18 HB-22 all humidif boilers 0.21 NOx 02 121.00 0.83 19.00 616.80WIRO New Hanover Wilmington CTI of NC Inc 05870 T16 228.35 3,790.48 18 EP-DE vertical 0.04 NOx 02 4.00 0.50 40.00 471.23WIRO New Hanover Wilmington CTI of NC Inc 05870 T16 228.35 3,790.48 18 wil-1 350 boiler 1.45 NOx 02 28.50 1.75 34.50 4,978.93WIRO New Hanover Wilmington CTI of NC Inc 05870 T16 228.35 3,790.48 18 wil-2 30 hp boiler 0.12 NOx 02 22.00 1.00 5.60 263.89WIRO New Hanover Wilmington Flint Hills Resources, LP 01694 T18 227.88 3,786.24 18 WTP TO Thermal Oxidizer Stack 0.19 NOx 02 7.00 1.60 23.16 2,794.00WIRO New Hanover Wilmington Fortron Industries LLC 07323 T17 225.47 3,800.73 18 ERP-FU-081 Oil-Fired Boiler Stack (FU-081) 7.82 NOx 02 144.00 3.00 12.96 5,500.00WIRO New Hanover Wilmington Fortron Industries LLC 07323 T17 225.47 3,800.73 18 ERP-FU-751a Thermal Oxidizer Stack 24.47 NOx 02 145.00 1.70 60.00 8,171.28WIRO New Hanover Wilmington Fortron Industries LLC 07323 T17 225.47 3,800.73 18 ERP-FU-751b Thermal Oxidizer Diverts Vent 0.20 NOx 02 27.90 0.50 38.40 452.38WIRO New Hanover Wilmington Fortron Industries LLC 07323 T17 225.47 3,800.73 18 ERP-MS2726 Emergency Generator Stack 0.38 NOx 02 10.00 0.50 45.00 530.14WIRO New Hanover Wilmington Fortron Industries LLC 07323 T17 225.47 3,800.73 18 ERP-MS-726 Emergency Generator Stack 0.31 NOx 03 10.00 0.50 100.00 1,178.09WIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLC 01756 R18 231.05 3,801.71 18 ERP-FM14 Boiler Stack 1.80 NOx 02 45.50 1.70 40.00 5,447.52WIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLC 01756 R18 231.05 3,801.71 18 ERP-IES Insignificant Generator Stacks 1.11 NOx 02 8.00 0.50 296.00 3,487.16WIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLC 01756 R18 231.05 3,801.71 18 ERP-S13 Incinerator Stack 0.32 NOx 02 42.00 1.30 57.00 4,539.44WIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLC 01756 R18 231.05 3,801.71 18 ERP-S35 ERP-S35 0.70 NOx 02 12.00 0.75 181.00 4,797.80WIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLC 01756 R18 231.05 3,801.71 18 ERP-S39 ERP-S39 0.68 NOx 02 20.00 1.00 188.00 8,859.29WIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLC 01756 R18 231.05 3,801.71 18 ERP-S40 ERP-S40 0.68 NOx 02 20.00 1.00 188.00 8,859.29WIRO New Hanover Wilmington Hess Corporation - Wilmington Terminal 03467 R21 228.39 3,790.09 18 B-1 Boiler Stack 1.10 NOx 02 24.00 1.50 30.00 3,180.86WIRO New Hanover Wilmington Hess Corporation - Wilmington Terminal 03467 R21 228.39 3,790.09 18 VCU Vapor Combustion Unit 4.22 NOx 02 45.00 8.50 0.28 962.00WIRO New Hanover Wilmington Hess Corporation - Wilmington Terminal 03467 R21 228.39 3,790.09 18 VRU Vapor Recovery Unit (Backup) 0.00 NOx 03 15.00 0.70 25.11 580.00WIRO New Hanover Wilmington Hewletts Creek Pump Station 05779 R08 235.49 3,787.70 18 ERP-1 Generator Stack 0.82 NOx 02 10.00 0.50 100.00 1,178.09WIRO New Hanover Wilmington INVISTA S.a.r.l. 09708 T01 227.88 3,786.24 18 Boilers Boiler Stack 0.15 NOx 02 25.00 0.50 84.88 1,000.00WIRO New Hanover Wilmington INVISTA S.a.r.l. 09708 T01 227.88 3,786.24 18 VCU VCU Stack 0.05 NOx 02 25.00 4.50 0.25 238.56WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 B7600 Resins heater 6.10 NOx 02 110.00 3.00 22.04 9,350.00WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 BLR1EP Boiler #1 52.33 NOx 02 80.00 5.50 43.03 61,340.00WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 BLR4EP Boiler #4 104.98 NOx 02 115.00 6.50 35.21 70,120.00WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 BLR5EP Boiler #5 126.24 NOx 02 115.00 6.50 37.40 74,466.00WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 G-4904 Flare 24.50 NOx 02 101.00 0.65 17.00 338.46WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 TO Liquid Waste Incinerator 0.00 NOx 02 100.00 5.50 41.25 58,786.00WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 HTR1 Heater 1 0.00 NOx 02 139.00 8.00 26.31 79,360.00WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 HTR3 Heater 3 109.01 NOx 02 143.00 8.00 16.83 50,766.00WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 HTR4 Heater 4 236.46 NOx 02 120.00 5.50 11.71 16,700.00WIRO New Hanover Wilmington Invista, S.a.r.l. 00164 T41 225.91 3,800.68 18 HTR5 Heater 5 98.26 NOx 02 150.00 5.50 47.41 67,590.00WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R14 228.66 3,794.59 18 1.7 1.7 mmbtu boiler stack 0.44 NOx 02 25.00 1.00 10.00 471.23WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R14 228.66 3,794.59 18 3.2 boiler stack 3.2 0.44 NOx 02 18.00 1.00 12.00 565.48WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R14 228.66 3,794.59 18 5.5 boiler stack 5.5 0.44 NOx 02 24.00 1.00 12.00 565.48WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R14 228.66 3,794.59 18 6 boiler stack 6 0.44 NOx 02 24.00 1.00 12.00 565.48WIRO New Hanover Wilmington Kinder Morgan, Wilmington 04382 R14 228.66 3,794.59 18 120 Boiler Stack 12 0.44 NOx 02 34.00 3.00 12.00 5,089.38WIRO New Hanover Wilmington Louisiana-Pacific Corporation 05572 R14 227.68 3,796.52 18 B1 Boilers 1.46 NOx 01 10.00 1.00 0.20 9.42WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 01 Baghouse exhaust 2.66 NOx 02 97.00 2.30 16.04 4,000.00WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 03 Baghouse exhaust from #1 Calciner 1.97 NOx 02 109.00 1.10 16.00 912.31WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 05 Baghouse exhaust from Calcidyne #3 4.21 NOx 02 109.00 1.10 70.15 4,000.00WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 06 Baghouse exhaust from Calcidyne #4 2.16 NOx 02 109.00 1.10 70.15 4,000.00WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 07 Baghouse exhaust from Calcidyne #5 2.21 NOx 02 109.00 1.10 70.15 4,000.00WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 12A Kiln exhaust zone 1 6.64 NOx 02 109.00 1.10 70.15 4,000.00WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 12B Kiln Exhaust Zone 2 6.64 NOx 02 109.00 1.10 70.15 4,000.00WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 12C Kiln exhaust zone 3 6.64 NOx 02 109.00 1.10 70.15 4,000.00WIRO New Hanover Wilmington National Gypsum Company 03725 R18 228.86 3,785.15 18 12D Kiln exhaust zone 4 6.64 NOx 02 109.00 1.10 70.15 4,000.00WIRO New Hanover Wilmington New Hanover County WASTEC 05151 T17 227.47 3,797.04 18 EP-1 1A Stack 42.03 NOx 02 200.00 3.00 67.70 28,712.58WIRO New Hanover Wilmington New Hanover County WASTEC 05151 T17 227.47 3,797.04 18 EP-2 2A Stack 36.98 NOx 02 200.00 3.00 71.00 30,112.16WIRO New Hanover Wilmington New Hanover County WASTEC 05151 T17 227.47 3,797.04 18 EP-3 3A Stack 59.63 NOx 02 200.00 3.00 66.00 27,991.59WIRO New Hanover Wilmington NuStar Asphalt Refining, LLC 03571 T13 228.27 3,785.95 18 EP-40 STACK 1.13 NOx 02 18.00 1.90 40.40 6,872.73WIRO New Hanover Wilmington NuStar Asphalt Refining, LLC 03571 T13 228.27 3,785.95 18 EP-50 STACK 7.87 NOx 02 18.00 1.90 40.40 6,872.73WIRO New Hanover Wilmington Southern States Chemical 01853 T15 228.11 3,796.18 18 EP-1/2 Sulfuric Acid Plants 0.16 NOx 02 150.00 3.00 2.43 1,030.59
WIRO New Hanover Wilmington Sweeney Water Treatment Plant 08181 R05 228.54 3,794.31 18 RPlab Ozone destruction exhaust 0.91 NOx 02 45.00 0.33 207.60 1,065.35WIRO New Hanover Wilmington Vopak Terminal 02567 T23 228.11 3,789.19 18 Boilers BOILERS 0.71 NOx 02 15.00 20.00 57.00 1,074,424.60WIRO New Hanover Wilmington Vopak Terminal 02567 T23 228.11 3,789.19 18 FLARE FLARE 0.39 NOx 02 15.00 2.00 14.00 2,638.93WIRO New Hanover Wilmington Vopak Terminal South Wilmington 01429 R21 228.00 3,785.80 18 st1 two grouped boilers 2.45 NOx 02 20.00 2.00 57.20 10,781.94WIRO New Hanover Wilmington Wilbara 09904 R21 226.30 3,800.98 18 ES-1 Sulfuric acid plant stack 0.00 NOx 02 100.00 4.25 23.88 20,326.07WIRO New Hanover Wilmington Wilmington Materials 05144 R07 226.21 3,799.69 18 ERP-Crusher Crusher vent 0.05 NOx 01 10.00 1.00 0.20 9.42
WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-FC-280 IC engine test stations, Field Maint., Bld 0.65 NOx 01 10.00 1.00 0.20 9.42
Page 4 of 8 Printed: 2/24/2011
NO x Off-site Emission Inventory for Titan America
REGION COUNTY CITY NAME PLANT NAME PERMIT # REV# UTM EAST
UTM NORTH
UTM ZONE STACK NO. STACK DESC
ACTUAL EMISSIONS
(TONS) POLLUTANT * RELEASE PT
TYPEHT
(FT)DIAM (FT)
EXITVEL (FT/SEC)
FLOW RATE (FT3/MIN)
WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-FC-442-03 Peak Generator 0.79 NOx 02 10.00 1.00 40.00 1,884.95WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-FC-443-02 Peak Generator 0.77 NOx 02 10.00 1.00 40.00 1,884.95WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-FC-445-1 Peak Generator 0.77 NOx 02 10.00 1.00 40.00 1,884.95WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-1700-01 Main steam plant boiler #1 (burning No 0.40 NOx 02 35.00 6.25 17.00 31,293.20WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-1700-02 Main steam plant boiler #2 (burning No 0.40 NOx 02 35.00 6.25 17.00 31,293.20WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-1700-03 Main steam plant boiler #3 (burning No 0.40 NOx 02 35.00 6.25 17.00 31,293.20WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-1700-04 Main steam plant boiler #4 (burning No 0.40 NOx 02 35.00 6.25 17.00 31,293.20WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-1700-1&2 Main steam plant boilers 1 & 2 195.41 NOx 02 148.00 6.50 14.18 28,252.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-1700-3&4 Main steam plant boilers 3 & 4 195.41 NOx 02 148.00 6.50 15.53 30,925.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-1700-5 Main steam plant boiler 5 2.03 NOx 02 100.00 4.00 43.34 32,679.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-45-01 Emergency Generator 1.71 NOx 02 10.00 1.00 10.00 471.23WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-HP-ICETS IC engine test stands, Hadnot Point 0.63 NOx 01 10.00 1.00 0.20 9.42WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-MP-230-38 Boiler 1.78 NOx 02 25.00 1.50 17.40 1,845.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-MP-230-39 Boiler 1.78 NOx 02 25.00 1.50 17.37 1,842.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-MP-230-40 Boiler 1.78 NOx 02 25.00 1.50 17.37 1,842.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-MP-625 Boilers, Montford Point, Bldg. 625 1.78 NOx 02 35.00 3.00 19.06 8,086.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-NH-100 Boilers, Naval Hospital, Bldg. 100 1.78 NOx 02 50.00 2.00 19.69 3,712.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 A-PP-2615 Boilers, Paradise Point, Bldg. 2615 1.78 NOx 02 35.00 1.33 53.20 4,435.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 B-BB-9 Boilers, Courthouse Bay, Bldg. 9 3.06 NOx 02 30.00 3.00 13.67 5,798.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 C-AS-2820-01 IC engine test station 0.63 NOx 01 10.00 1.00 0.20 9.42WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 C-AS-3625-05 Fire training pit 0.08 NOx 01 10.00 1.00 0.20 9.42WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 C-AS-4151 Boilers, Air Station, Bldg. 4151 5.59 NOx 02 50.00 3.00 33.80 14,338.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 C-AS-585-01 JET ENGINE TESTING 1.09 NOx 01 10.00 1.00 0.20 9.42WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 C-CG-650 Boilers, Camp Geiger, Bldg. 650 5.43 NOx 02 32.00 2.00 59.03 11,127.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 C-RR-15 Boilers, Rifle Range, Bldg. 15 5.43 NOx 02 35.00 2.00 25.67 4,839.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 GR242 Boilers 0.30 NOx 02 10.00 1.00 10.00 471.23WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-BM-825 Boilers, Berkeley Manor, Bldg. 825 0.38 NOx 02 20.00 1.33 5.15 430.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-BM-835 Boilers, Berkeley Manor, Bldg. 835 0.14 NOx 02 25.00 1.67 40.00 5,256.95WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-FC-260-90 Boiler 0.14 NOx 02 18.00 1.00 7.63 360.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-FC-440-04 Boiler 0.19 NOx 02 30.00 0.83 40.00 1,298.54WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-FC-989-31 Boiler 0.14 NOx 02 25.00 1.50 3.32 353.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-HP-738-59 Boiler 0.14 NOx 02 25.00 3.00 0.31 134.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-HP-TP-446-1 Fire training pit 0.03 NOx 01 10.00 1.00 0.20 9.42WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-LCH-4022-19 Boiler 0.14 NOx 02 30.00 1.00 3.60 170.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-MG-SH8-58 Boiler 0.14 NOx 02 30.00 1.00 7.10 335.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-NH-118-03 Boiler 0.14 NOx 02 30.00 1.00 6.98 329.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-NH-120 Boilers, Naval Hospital, Bldg. 120 0.14 NOx 02 28.00 1.17 5.20 336.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-NH-121 Boilers, Naval Hospital, Bldg. 121 0.14 NOx 02 28.00 1.00 4.28 202.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-PP-1915-77 Boiler 0.14 NOx 02 30.00 1.33 4.73 395.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-PP-1943-08 Boiler 0.14 NOx 02 40.00 2.00 2.93 554.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-PP-1943-H7 Boiler 0.14 NOx 02 40.00 2.00 0.85 161.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-TT-2457-66 Boiler 0.14 NOx 02 20.00 1.50 2.51 267.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IA-TT-44-30 Boiler 0.14 NOx 02 25.00 1.00 2.41 114.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IB-BB-49-52 Boiler 3.06 NOx 02 36.00 1.50 0.04 4.90WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-AS-2800-12 Boiler 0.03 NOx 02 20.00 1.00 2.73 129.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-AS-3502-08 Boiler 0.03 NOx 02 15.00 2.00 0.78 148.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-AS-3504-9 Boiler 0.03 NOx 02 20.00 2.00 0.59 112.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-AS-3525-15 Boiler 0.03 NOx 02 50.00 0.67 7.56 160.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-AS-710-3 Boiler 0.03 NOx 02 25.00 1.77 3.75 554.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-AS-840-13 Boiler 0.03 NOx 02 15.00 1.00 6.02 284.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-AS-843-14 Boiler 0.03 NOx 02 20.00 0.25 19.69 58.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-CG-480-89 Boiler 0.03 NOx 02 30.00 0.50 9.84 116.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 ICE-ZA Internal combustion engines (Zone A) 12.04 NOx 01 10.00 1.00 0.20 9.42WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 ICE-ZB Internal combustion engines (Zone B) 1.13 NOx 01 10.00 1.00 0.20 9.42WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 ICE-ZC Internal combustion engines (Zone C) 4.34 NOx 01 10.00 1.00 0.20 9.42WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-VL-103-01 Boiler 0.03 NOx 02 18.00 0.67 21.55 456.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 IC-VL-104-1 Boiler 0.03 NOx 02 18.00 0.67 21.55 456.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 Propane Boilers Stack Emissions 0.06 NOx 02 20.00 1.00 6.00 282.74WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 U-C-AS-1500-60 Boiler 0.03 NOx 02 35.00 1.00 20.00 942.47WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 U-C-VL-TFM203 Boilers, Verona Loop, Bldg. TFM203 0.10 NOx 02 20.00 0.67 0.04 1.00WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base 06591 T21 286.59 3,839.06 18 U-C-VL-TFM204 Boilers, Verona Loop, Bldg. TFM204 0.10 NOx 02 20.00 1.00 0.02 1.00WIRO Onslow Jacksonville Mine Safety Appliances 04125 R10 278.80 3,847.78 18 EP-2 Baghouse 0.23 NOx 02 16.00 1.33 26.41 2,201.47WIRO Onslow Jacksonville Mine Safety Appliances 04125 R10 278.80 3,847.78 18 EP-3 Grouped Combustion Exhausts 0.23 NOx 02 20.00 1.50 17.00 1,802.48WIRO Onslow Jacksonville Onslow Memorial Hospital 01768 R12 281.73 3,849.10 18 Boiler Boiler Stack 2.46 NOx 02 40.00 2.00 17.00 3,204.42WIRO Onslow Jacksonville Onslow Memorial Hospital 01768 R12 281.73 3,849.10 18 Generator Generator Stack 0.84 NOx 02 20.00 1.00 17.00 801.10WIRO Pender Rocky Point Coty US LLC 08858 R08 231.42 3,807.43 18 B-1 boiler stack 0.75 NOx 02 30.00 1.00 40.00 1,884.95
* Release Point Types:01 - FUGITIVE (NO STACK)02 - VERTICAL STACK03 - HORIZONTAL STACK04 - GOOSE NECK STACK 05 - VERTICAL STACK WITH RAIN CAP06 - DOWNWARD-FACING VENT
Page 5 of 8 Printed: 2/24/2011
NO x Off-site Emission Inventory for Titan America
Search Parameters: NO X
UTM: 3808.3090 N km, 790.3110 E km Zone ALL SOURCES UTM: 3807.4540 N km, 238.5801 E km Zone
Radius: 60 km
REGION COUNTY CITY NAME PLANT NAME
FRO Bladen Riegelwood Lower Cape Fear Water & Sewer Authority - Kings BluffWIRO Brunswick Leland American Distillation, Inc.WIRO Brunswick Leland Carolina Pole Leland, Inc.WIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland DAK Americas LLCWIRO Brunswick Leland ExxonMobil Chemical CompanyWIRO Brunswick Leland Malmo Asphalt PlantWIRO Brunswick Leland Malmo Asphalt PlantWIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Technical Coating International, Inc.WIRO Brunswick Leland Victaulic CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport Archer Daniels Midland CompanyWIRO Brunswick Southport EPCOR USA North Carolina LLC - Southport PlantWIRO Brunswick Southport EPCOR USA North Carolina LLC - Southport PlantWIRO Brunswick Southport EPCOR USA North Carolina LLC - Southport PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Brunswick Southport Progress Energy Carolinas - Brunswick PlantWIRO Columbus Riegelwood Hexion Acme FacilityWIRO Columbus Riegelwood Hexion Acme FacilityWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood International Paper - Riegelwood MillWIRO Columbus Riegelwood West Fraser, Inc. - Armour Lumber Mill
WIRO Duplin Rose Hill House of Raeford Farms, Inc. - Rose HillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy - Brown LLC - Chief Feed MillWIRO Duplin Rose Hill Murphy Milling Company - Register SiteWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Murphy-Brown LLC - Rosemary Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Nash Johnson & Sons Farms - Feed MillWIRO Duplin Rose Hill Rose Hill Animal Disease Diagnostic LaboratoryWIRO Duplin Rose Hill Valley Proteins IncWIRO Duplin Teachey House of Raeford Farms, Inc. - Wallace DivisionWIRO New Hanover Castle Hayne Barnhill Contracting CompanyWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Castle Hayne Elementis ChromiumWIRO New Hanover Wilmington Apex Oil Company, Inc.WIRO New Hanover Wilmington Apex Oil Company, Inc.WIRO New Hanover Wilmington Bradley Creek Pump Station
Carolinas Cement Reference Coordinate (UTM NAD27) Easting (m) Northing (m)
238541.85 3807337.79(km) (km)
238.54 3807.34Largest NOx SIA 18.0 km
GAS TEMP (0F)
INVENTORYYEAR
DISTANCE (KM) NOTES Within SIA?
(Yes/No)
Allowable Emissions
(TPY)ST 20D LT 20D
ST Is TPY>2
0D?
LT Is TPY>20D-?
Include Source in Modeling?
300.00 2006 41.77 No 100.00 835.38 475.38 No No No450.00 2008 18.92 No 56.69 378.49 18.488 No YES YES575.00 2007 25.32 No 34.34 506.41 146.41 No No No350.00 2008 19.06 No 3,082.78 381.21 21.213 YES YES YES350.00 2008 19.06 YES930.00 2008 19.06 YES380.00 2008 19.06 YES670.00 2008 19.06 YES450.00 2006 18.78 Insignificant/Exempt No No278.00 2007 27.02 No 26.50 540.33 180.33 No No No240.00 2007 27.02 Insignificant/Exempt No135.00 2008 24.68 No 12.13 493.61 133.61 No No No135.00 2008 24.68 No135.00 2008 24.68 No135.00 2008 24.68 No135.00 2008 24.68 No135.00 2008 24.68 Plus thermal oxidizer No75.00 2007 24.76 Insignificant/Exempt No No
237.00 2008 50.51 No 473.80 1010.2 650.19 No No No120.00 2008 50.51 No315.00 2008 50.48 No 2,237.73 1009.5 649.54 YES YES YES315.00 2008 50.48 YES200.00 2008 50.48 Insignificant/Exempt No432.00 2007 49.86 No 100.00 997.26 637.26 No No No750.00 2007 49.86 No750.00 2007 49.86 No750.00 2007 49.86 No750.00 2007 49.86 No820.00 2007 49.86 No860.00 2007 49.86 No860.00 2007 49.86 No860.00 2007 49.86 No350.00 2008 33.59 No 95.60 671.71 311.71 No No No350.00 2008 33.59 No72.00 2008 34.13 No 7,157.02 682.68 322.68 YES YES YES
181.00 2008 34.13 YES142.00 2008 34.13 YES293.00 2008 34.13 YES146.00 2008 34.13 YES150.00 2008 34.13 YES300.00 2008 34.13 YES300.00 2008 34.13 YES315.00 2008 34.13 YES315.00 2008 34.13 YES393.00 2008 34.13 YES163.00 2008 34.13 YES170.00 2008 34.13 YES182.00 2008 34.13 YES170.00 2008 34.13 YES224.33 2008 39.32 Stack parameters corrected based on
information received from Tony Sabetti, Wilmington DENR office
No 302.77 786.33 426.33 No No No
300.00 2006 56.07 No 3.31 1121.4 761.43 No No No400.00 2008 51.19 No 10.62 1023.9 663.86 No No No400.00 2008 51.19 No160.00 2008 51.19 No160.00 2008 51.19 No150.00 2006 53.20 No 0.05 1064 703.97 No No No414.00 2007 50.91 No 100.00 1018.1 658.12 No No No414.00 2007 50.91 No400.00 2006 55.92 No 16.60 1118.4 758.42 No No No380.00 2006 55.92 No
1,800.00 2006 53.89 No 0.01 1077.8 717.79 No No No440.00 2008 54.21 No 108.01 1084.3 724.3 No No No450.00 2006 45.79 No 100.00 915.79 555.79 No No No240.00 2004 6.27 YES 100.00 125.48 -234.52 No YES YES277.00 2008 1.86 YES 1,400.70 37.173 -322.83 YES YES YES122.00 2008 1.86 YES65.00 2005 23.22 No 14.08 464.48 104.48 No No No65.00 2005 23.22 No
300.00 2008 18.17 Insignificant/Exempt No No
20-D Analysis
Page 6 of 8 Printed: 2/24/2011
NO x Off-site Emission Inventory for Titan America
REGION COUNTY CITY NAME PLANT NAME
WIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress EnerWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress EnerWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress EnerWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress EnerWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress EnerWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress EnerWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress EnerWIRO New Hanover Wilmington Carolina Power and Light Company d/b/a Progress EnerWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington Corning IncorporatedWIRO New Hanover Wilmington CTI of NC IncWIRO New Hanover Wilmington CTI of NC IncWIRO New Hanover Wilmington CTI of NC IncWIRO New Hanover Wilmington Flint Hills Resources, LPWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Fortron Industries LLCWIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLCWIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLCWIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLCWIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLCWIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLCWIRO New Hanover Wilmington Global Nuclear Fuel - Americas, LLCWIRO New Hanover Wilmington Hess Corporation - Wilmington TerminalWIRO New Hanover Wilmington Hess Corporation - Wilmington TerminalWIRO New Hanover Wilmington Hess Corporation - Wilmington TerminalWIRO New Hanover Wilmington Hewletts Creek Pump StationWIRO New Hanover Wilmington INVISTA S.a.r.l.WIRO New Hanover Wilmington INVISTA S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Invista, S.a.r.l.WIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Kinder Morgan, WilmingtonWIRO New Hanover Wilmington Louisiana-Pacific CorporationWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington National Gypsum CompanyWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington New Hanover County WASTECWIRO New Hanover Wilmington NuStar Asphalt Refining, LLCWIRO New Hanover Wilmington NuStar Asphalt Refining, LLCWIRO New Hanover Wilmington Southern States Chemical
WIRO New Hanover Wilmington Sweeney Water Treatment PlantWIRO New Hanover Wilmington Vopak TerminalWIRO New Hanover Wilmington Vopak TerminalWIRO New Hanover Wilmington Vopak Terminal South WilmingtonWIRO New Hanover Wilmington WilbaraWIRO New Hanover Wilmington Wilmington Materials
WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp Base
GAS TEMP (0F)
INVENTORYYEAR
DISTANCE (KM) NOTES Within SIA?
(Yes/No)
Allowable Emissions
(TPY)ST 20D LT 20D
ST Is TPY>2
0D?
LT Is TPY>20D-?
Include Source in Modeling?
802.00 2008 16.77 YES 7,770.06 335.49 -24.515 YES YES YES845.00 2008 16.77 YES845.00 2008 16.77 YES288.00 2008 16.77 YES297.00 2008 16.77 YES
1,021.00 N/A 16.77 YES1,021.00 N/A 16.77 YES297.00 N/A 16.77 YES118.00 2008 14.44 YES 250.00 288.87 -71.131 No YES YES225.00 2008 14.44 YES95.00 2008 14.44 YES
280.00 2008 14.44 YES225.00 2008 14.44 YES74.00 2008 14.44 YES
400.00 2008 14.44 EPG3&4 permitted; others exempt YES350.00 2008 14.44 Insignificant/Exempt No600.00 2008 20.07 Insignificant/Exempt No425.00 2008 20.07 No 7.32 401.39 41.393 No No No425.00 2008 20.07 Insignificant/Exempt No600.00 2008 24.02 No 0.31 480.42 120.42 No No No500.00 2008 14.87 YES 48.03 297.31 -62.688 No YES YES
1,400.00 2008 14.87 YES155.00 2008 14.87 YES700.00 2008 14.87 YES700.00 2008 14.87 YES400.00 2008 9.65 Insignificant/Exempt No800.00 2008 9.65 Insignificant/Exempt No160.00 2008 9.65 YES 100.00 192.94 -167.06 No YES YES800.00 2008 9.65 YES885.00 2008 9.65 YES885.00 2008 9.65 YES350.00 2009 20.38 No 13.36 407.68 47.682 No No No400.00 2009 20.38 No60.00 2009 20.38 Insignificant/Exempt No
300.00 2008 20.28 Insignificant/Exempt No No200.00 2008 24.02 No 15.71 480.46 120.46 No No No200.00 2008 24.02 Insignificant/Exempt No750.00 2008 14.51 YES 3,344.02 290.17 -69.826 YES YES YES259.00 2008 14.51 YES445.00 2008 14.51 YES445.00 2008 14.51 YES260.00 2008 14.51 YES607.00 2008 14.51 YES427.00 2008 14.51 YES380.00 2008 14.51 YES427.00 2008 14.51 YES473.00 2008 14.51 YES250.00 2007 16.48 Insignificant/Exempt No250.00 2007 16.48 YES 17.02 329.53 -30.471 No YES YES450.00 2007 16.48 YES450.00 2007 16.48 YES450.00 2007 16.48 YES120.00 2008 15.64 Insignificant/Exempt YES No325.00 2005 24.60 No 85.72 491.94 131.94 No No No336.00 2005 24.60 No327.00 2005 24.60 No325.00 2005 24.60 No339.00 2005 24.60 No350.00 2005 24.60 No350.00 2005 24.60 No350.00 2005 24.60 No350.00 2005 24.60 No305.00 2008 15.43 YES 354.80 308.64 -51.357 YES YES YES305.00 2008 15.43 YES280.00 2008 15.43 YES425.00 2008 24.11 No 67.13 482.2 122.2 No No No425.00 2008 24.11 No120.00 2008 15.60 Stack parameters revised to reflect
sulfuric acid plants stackYES 238.29 312.08 -47.919 No YES YES
100.00 2008 16.77 Insignificant/Exempt YES No450.00 2008 21.30 No 15.66 426.09 66.091 No No No500.00 2008 21.30 No450.00 2006 24.36 No 22.34 487.28 127.28 No No No356.00 2008 13.84 YES 37.36 276.8 -83.2 No YES YES72.00 2004 14.76 Crusher vent is insignificant. Sand
dryer & air curtain burners are not operational per Dean Carroll, DENR Wilmington office.
YES No
72.00 2008 57.32 No 455.74 1146.4 786.38 No No No
Page 7 of 8 Printed: 2/24/2011
NO x Off-site Emission Inventory for Titan America
REGION COUNTY CITY NAME PLANT NAME
WIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Camp Lejeune Camp Lejeune Marine Corp BaseWIRO Onslow Jacksonville Mine Safety AppliancesWIRO Onslow Jacksonville Mine Safety AppliancesWIRO Onslow Jacksonville Onslow Memorial HospitalWIRO Onslow Jacksonville Onslow Memorial HospitalWIRO Pender Rocky Point Coty US LLC
* Release Point Types:01 - FUGITIVE (NO STACK)02 - VERTICAL STACK03 - HORIZONTAL STACK04 - GOOSE NECK STACK 05 - VERTICAL STACK WITH RAIN CAP06 - DOWNWARD-FACING VENT
GAS TEMP (0F)
INVENTORYYEAR
DISTANCE (KM) NOTES Within SIA?
(Yes/No)
Allowable Emissions
(TPY)ST 20D LT 20D
ST Is TPY>2
0D?
LT Is TPY>20D-?
Include Source in Modeling?
70.00 2008 57.32 No70.00 2008 57.32 No70.00 2008 57.32 No
350.00 2008 57.32 No350.00 2008 57.32 No350.00 2008 57.32 No350.00 2008 57.32 No280.00 2008 57.32 No350.00 2008 57.32 No350.00 2008 57.32 No70.00 2008 57.32 No72.00 2008 57.32 No
200.00 2008 57.32 No300.00 2008 57.32 No300.00 2008 57.32 No350.00 2008 57.32 No300.00 2008 57.32 No300.00 2008 57.32 No450.00 2008 57.32 No72.00 2008 57.32 No72.00 2008 57.32 No
400.00 2008 57.32 No2,000.00 2008 57.32 No250.00 2008 57.32 No300.00 2008 57.32 No70.00 2008 57.32 No
350.00 2008 57.32 No200.00 2008 57.32 No300.00 2008 57.32 No200.00 2008 57.32 No520.00 2008 57.32 No400.00 2008 57.32 No72.00 2008 57.32 No
350.00 2008 57.32 No400.00 2008 57.32 No400.00 2008 57.32 No550.00 2008 57.32 No300.00 2008 57.32 No300.00 2008 57.32 No350.00 2008 57.32 No400.00 2008 57.32 No350.00 2008 57.32 No300.00 2008 57.32 No300.00 2008 57.32 No400.00 2008 57.32 No300.00 2008 57.32 No400.00 2008 57.32 No300.00 2008 57.32 No350.00 2008 57.32 No250.00 2008 57.32 No250.00 2008 57.32 No300.00 2008 57.32 No72.00 2008 57.32 No72.00 2008 57.32 No72.00 2008 57.32 No
300.00 2008 57.32 No300.00 2008 57.32 No100.00 2008 57.32 No250.00 2008 57.32 No1.00 2008 57.32 No1.00 2008 57.32 No70.00 2004 56.75 No 0.45 1135 775.02 No No No
300.00 2004 56.75 No350.00 2004 59.77 No 3.30 1195.4 835.4 No No No300.00 2004 59.77 No250.00 2008 7.16 Insignificant/Exempt YES No
Page 8 of 8 Printed: 2/24/2011
B-1
APPENDIX B
AERSURFACE RUN FILES
CCC_AERSURFACE.out 1/11/2011
** Generated by AERSURFACE, dated 08009** Center UTM Easting (meters): 238541.9** Center UTM Northing (meters): 3807337.8** UTM Zone: 18 Datum: NAD27** Study radius (km) for surface roughness: 1.0** Airport? N, Continuous snow cover? N** Surface moisture? Average, Arid region? N** Month/Season assignments? Default** Late autumn after frost and harvest, or winter with no snow: 12 1 2** Winter with continuous snow on the ground: 0** Transitional spring (partial green coverage, short annuals): 3 4 5** Midsummer with lush vegetation: 6 7 8** Autumn with unharvested cropland: 9 10 11**
FREQ_SECT ANNUAL 1SECTOR 1 0 360
** Sect Alb Bo ZoSITE_CHAR 1 1 0.14 0.39 0.322
1
C-1
APPENDIX C
1-HOUR NO2 TIER III MODELING PROTOCOL
1
Josh Dunbar
From: Roller, Jim [[email protected]]Sent: Thursday, January 06, 2011 2:57 PMTo: Josh DunbarCc: Willis James; John Carroll; Freeman, Jerry; Vandervaart, DonaldSubject: RE: CCC NO2 Modeling Tier III Revised ProposalAttachments: image001.jpg; image002.jpg; image003.jpg; image004.jpg
Josh, Your NO2 Modeling protocol is approved as submitted. If new issues arise and changes need to be made, please coordinate with Jerry or me. Thanks! James Roller, Environmental Program Supervisor III NC DENR, Division of Air Quality Permits/AQAB 2728 Capital Blvd Raleigh, NC 27604 Phone: 919‐715‐6262 Fax: 919‐733‐5317 [email protected] * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * E‐mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
From: Josh Dunbar [mailto:[email protected]] Sent: Thursday, December 09, 2010 10:58 AM To: Roller, Jim Cc: Willis James; John Carroll Subject: CCC NO2 Modeling Tier III Revised Proposal Jim, Based upon your comments received on our proposed approach to the NO2 Modeling for Carolinas Cement, we have revised our methodology for determining the Ozone Background values. We have revised the previously submitted protocol/request to include this proposed method. I have also included an excel spreadsheet that includes the ozone monitoring data used and how the data was derived for this proposal. As always, please let me know if you have any questions and we look forward to your response.
Josh Dunbar, PE Vice President T 919-871-0800 F 919-871-0803 M 919-201-5151 [email protected] www.falconengineers.com ENGINEERING + INSPECTION + TESTING + AGENCY CM
.2736 Rowland Road|Raleigh, NC 27615
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Justification and Protocol for Use of Tier III Modeling for PSD Permitting Non-Regulatory Options in AERMOD Specifically PVMRM Carolinas Cement Company | Castle Hayne, North Carolina
1-Hour NO2 Background
On February 9, 2010 the United States Environmental Protection Agency (EPA) promulgated a new 1-hour Nitrogen Dioxide (NO2) National Ambient Air Quality Standard (NAAQS). On April 12, 2010 this new 1-hour NO2 standard became effective.
In June of 2010, EPA issued two clarification memoranda concerning the implementation of the new 1-hour NO2 standard as it relates to PSD permitting (see Attachment A). These memoranda provided guidance on the use of AERMOD as it relates to modeling options and requirements for using alternative models/non-regulatory options. In summary, the use of non-regulatory options in AERMOD, specifically the Ozone Limiting Method (OLM) and the Plume Volume Molar Ratio Method (PVMRM), would change the status of the model as stated in Section 3.1.2(c) of 40 CFR Part 51, Appendix W (Guideline on Air Quality Models):
A preferred model should be operated with the options listed in Appendix A as “Recommendations for
Regulatory Use.” If other options are exercised, the model is no longer “preferred.” Any other
modification to a preferred model that would result in a change in the concentration estimates likewise
alters its status as a preferred model. Use of the model must then be justified on a case-by-case basis”. In order for non-regulatory options to be used for regulatory purposes the following determination must be made as per section 3.2.2 (e):
… an alternative refined model may be used provided that:
i. The model has received a scientific peer review;
ii. The model can be demonstrated to be applicable to the problem on a theoretical basis;
iii. The data bases which are necessary to perform the analysis are available and adequate;
iv. Appropriate performance evaluations of the model have shown that the model is not biased
toward underestimates; and
v. A protocol on methods and procedures to be followed has been established.”
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Project Overview and Anticipated Modeling Strategy
Based upon previously conducted modeling, it is anticipated that a more refined (Tier III) modeling approach will be required and justified as part of this 1-hour NO2 modeling demonstration. This document provides the background justification for use of the PVMRM algorithm in AERMOD as part of this Tier III approach.
In addition, it is expected that this facility will not model below the established NC SIL values for 1-hour NO2 and that the current inventory of offsite NO2 sources may result in modeled 1-hour NO2 NAAQS exceedances. This being the case, it is proposed that a cause and contribute analysis be conducted for this facility. As per EPA guidance this methodology is acceptable provided that:
“…the permit applicant can show that the NOx emissions increase from the proposed source will not have a significant impact at the point and time of any modeled violation…”
In following this guidance, it is proposed that for each receptor with a modeled exceedance, the proposed facility’s contribution will also be evaluated at that point and time to determine if this contribution is below the establish SIL values. To assist in making this determination it is proposed that third party software be used called Contribution Analyst, developed by Bee-Line Software.
This software reads the POST files from AERMOD and post-processed output files from NO2Post (also developed by Bee-Line) to post-process the applicable data and analyze the runs both spatially and temporally. NO2Post will be run first and told to generate a receptor based output file for use with Contribution Analyst. This output file is a data file that reads into Contribution Analyst to determine which receptors are exceeding the established NAAQS values. Contribution Analyst also reads in the POST files from both the NAAQS and SIL runs and analyzes this data based upon this NO2Post receptor file. The results are a calculation data file (text file) and receptor file (GRF file) that can be further analyzed to determine if the proposed facility had any significant cause or contribution to the modeled exceedance. The user manual for this program has been attached for review and reference.
Overall Justification for Tier III Modeling Using PVMRM
The following will address each of the five requirements noted in 3.2.2.(e) in order to justify the use of OLM/PVMRM for the purpose of determining compliance with the Federal 1-hour NO2 standard.
1 Justification for Scientific Peer Review [3.2.2 (e)(i)]
As noted in the memorandum from Taylor Fox on June 28, 2010; “Since AERMOD is the preferred model for dispersion for a wide range of application, the focus of the alternative model demonstration for use of the OLM/PVMRM options within AERMOD is on the treatment of NOx chemistry within the model, and does not need to address basic dispersion algorithms within
3
AERMOD.” Therefore the following will address the basic chemistry of each of the non-regulatory options.
Basic OLM Chemistry
The following is a simplified explanation of the basic chemistry relevant to the OLM/PVMRM. First, the relatively high temperatures typical of most combustion sources promote the formation of NO2 by the following thermal reaction:
2 2 In-stack formation of NO2 OLM assumes a default 10% of the NOx in the exhaust is converted to NO2 by this reaction, and no further conversion by this reaction occurs once the exhaust leaves the stack.
The remaining percentage of the NOx emissions is assumed to be nitric oxide (NO). As the exhaust leaves the stack and mixes with the ambient air, the NO reacts with ambient ozone (O3) to form NO2 and molecular oxygen (O2), as represented below:
Oxidation of NO by ambient O3
The OLM assumes that at any given receptor location, the amount of NO that is converted to NO2 by this reaction is proportional to the ambient O3 concentration. If the O3 concentration is less than the NO concentration, the amount of NO2 formed by this reaction is limited. If the O3 concentration is greater than or equal to the NO concentration, all of the NO is assumed to be converted to NO2.
In the presence of radiation from the sun, ambient NO2 can be destroyed:
Photo-dissociation of NO2
As a conservative assumption, the OLM ignores this reaction. Another reaction that can form NO2 in the atmosphere is the reaction of NO with reactive hydrocarbons (HC), as represented below:
Oxidation of NO by reactive HC
The OLM also ignores this reaction. This may be a non-conservative assumption with respect to NO2 formation in urban/industrial areas with relatively large amounts of reactive HC emissions.
Basic PVMRM Chemistry Building on the basic OLM chemistry, the PVMRM determines the conversion rate for NOx to NO2 based on a calculation of the NOx moles emitted into the plume, and the amount of O3 moles contained within the volume of the plume between the source and receptor. The dispersion
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algorithms in AERMOD and other steady-state plume models are based on the use of total dispersion coefficients, which are formulated to represent the time-averaged spread of the plume. A more appropriate definition of the volume of the plume for purposes of determining the ozone moles available for conversion of NOx is based on the instantaneous volume of the plume, which is represented by the use of relative dispersion coefficients, (Cole and Summerhays, 1979; Bange, 1991). The implementation of PVMRM in AERMOD is based on the use of relative dispersion coefficients to calculate the plume volume. Weil (1996 and 1998) has defined formulas for relative dispersion that are consistent with the AERMOD treatment of dispersion, and which can be calculated using meteorological parameters available within AERMOD. The chemistry for both models has been peer-reviewed as noted by the documents posted on EPA’s Support Center for Regulatory Air Modeling (SCRAM) web site entitled “Sensitivity Analysis Of PVMRM And OLM In AERMOD” and “Evaluation Of Bias In AERMOD-PVMRM”. Both documents indicate that the models appear to perform as expected.
2 Justification for OLM/PVMRM Theoretical Demonstration [3.2.2 (e)(ii)]
As noted in the document entitled “Sensitivity Analysis of PVMRM and OLM In AERMOD” prepared by Roger W. Brode, it indicates the following:
This report presents results of a sensitivity analysis of the PVMRM and OLM options for NOx to NO2
conversion in the AERMOD dispersion model. Several single source scenarios were examined as well as a
multiple-source scenario. The average conversion ratios of NO2/NOx for the PVMRM option tend to be
lower than for the OLM option and for the Tier 2 option or the Ambient Ratio Method which has a default
value of 0.75 for the annual average. The sensitivity of the PVMRM and OLM options to emission rate,
source parameters and modeling options appear to be reasonable and are as expected based on the
formulations of the two methods. For a given NOx emission rate and ambient ozone concentration, the
NO2/NOx conversion ratio for PVMRM is primarily controlled by the volume of the plume, whereas the
conversion ratio for OLM is primarily controlled by the ground-level NOx concentration. Overall the
PVMRM option appears to provide a more realistic treatment of the conversion of NOx to NO2 as a
function of distance downwind from the source than OLM or the other NO2 screening options (Hanrahan,
1999a; Hanrahan, 1999b). No anomalous behavior of the PVMRM or OLM options was identified as a
result of these sensitivity tests.
Based on this report for both OLM/PVMRM it appears to be applicable to the problem of NO2 formation and as noted by the author provides a better estimation of the NO2 impacts compared to other screening options.
3 Justification for Availability of Data to Perform PVMRM [3.2.2 (e)(iii)]
The data needed to conduct an OLM/PVMRM run are as follows:
1. Hourly meteorological data, 2. Ozone data, and 3. In-stack NO2/NOx ratio.
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Both meteorological and ozone data sets must be processed into AERMOD ready formats. North Carolina Department of Environment and Natural Resources (DENR), Division of Air Quality (DAQ) preprocess the meteorological data following applicable EPA guidance. For this site, based upon DAQ Guidance, the Wilmington (Wilmington/Charleston) Met data set will be used with the medium surface roughness subset.
DAQ also maintains a number of ozone monitoring sites throughout North Carolina. For this demonstration data was extracted from the Castle Hayne, NC monitor (Monitor # 37-129-2-44201). This monitoring site only records data during the ozone season (April through October) and as such provides a conservative approach to data analysis. The most recent 5-years of ozone data were downloaded and analyzed. To use the existing meteorological datasets provided by DAQ it was necessary to derive an ozone background dataset that could be paired with these hourly data. To accomplish this task two sets of data were derived, one for the ozone season and one for the non-ozone season. Each derivation will be explained below:
Ozone Season Dataset
For the ozone season, data was available for the most recent 5 years (2005 to 2009). To provide a conservative value for these hours, each hour was observed for each of the 5-years of and the highest value from the 5-year set was recorded. This was performed for each hour from April 1st to October 31st. The table below provides an example of this procedure.
Date Hour 2005 (ppm)
2006 (ppm)
2007 (ppm)
2008 (ppm)
2009 (ppm)
Max (ppm)
April 1 0 0.0390 0.0560 0.0320 0.0360 0.0350 0.0560
April 1 1 0.0400 0.0540 0.0210 0.0320 0.0270 0.0540
April 1 2 0.0300 0.0520 0.0270 0.0370 0.0220 0.0520
.
. . .
.
. . .
.
. . .
.
. . .
October 31 23 0.0010 0.0060 0.0220 0.0000 0.0250 0.0250
Each of these maximum values will be used for the date and time it represents when paired with the DAQ meteorological data sets for the 1988 to 1992 modeling years. It was observed that for these data no hour 3 data was recorded for any date. To account for this, the maximum values for the hour before and after (Hour 2 and Hour 4, respectively) were observed and the maximum value recorded to represent this hour. No other data filling was performed if other years recorded data for this observed hour (i.e., data available for all years but not 2008).
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Non-ozone Season Dataset
For the non-ozone season, no data was available for the selected ozone monitor. A data inquiry was made of available ozone monitors in North Carolina via EPA AirData (http://www.epa.gov/air/data/) and none reported having a full year of recorded ozone data available. As such, a conservative standard 24-hour set of data was derived from the available ozone season data. To accomplish this, the available data from the first and last month of the ozone season were observed (i.e., April and October). As a conservative method, the maximum hourly values from each day (i.e., April Hour 1, April 2 Hour 1, etc.) were extracted for the 5-year period (2005 to 2009). These maximum values were then averaged for each hourly period (i.e., Hour 1, Hour 2, etc.). To illustrate this point the table below illustrates this described method.
Example: Non-Ozone Season Derivation for Hour 1
Date 2005 (ppm)
2006 (ppm)
2007 (ppm)
2008 (ppm)
2009 (ppm)
Maximum (ppm)
April 1 0.0400 0.0540 0.0210 0.0320 0.0270 0.0540
.
. . .
.
. . .
.
. . .
.
.
April 30 0.0530 0.0360 0.0030 No Data 0.0190 0.0530
October 1 0.0230 0.0000 0.0300 0.0120 0.0000 0.0300
.
. . .
.
. . .
.
. . .
.
.
October 31 0.0000 0.0010 0.0200 0.0000 0.0030 0.0200
Average Value for Hour 1 of the Non-Ozone Season Dataset 0.0380
Just as discussed with the Ozone season data, it was observed that for these data no hour 3 data was recorded for any date. To account for this, the maximum values for the hour before and after (Hour 2 and Hour 4, respectively) were observed and the maximum value recorded to represent this hour. No other data filling was performed if other years recorded data for this observed hour. Based upon this methodology the following 24-hour dataset was derived to use for each non-ozone season day.
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Proposed Non-Ozone 24-Hour Dataset
Non-Ozone Hour Ozone Background Value (ppm)
0 0.03813
1 0.03805
2 0.03664
3 0.03707
4 0.03372
5 0.03177
6 0.03005
7 0.03200
8 0.03646
9 0.04377
10 0.05008
11 0.05466
12 0.05766
13 0.05961
14 0.06031
15 0.06011
16 0.05787
17 0.05290
18 0.04651
19 0.04275
20 0.04085
21 0.03910
22 0.03920
23 0.03890
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Both sets of values derived for the ozone season and non-ozone season present a conservative approach, as the maximum values are used for the ozone season values and the average of maximum hourly values (from April and October) were used for the non-ozone season values. Given this approach the modeled concentrations should yield an analysis that is conservative for every hour modeled.
NOX emissions produced by the kiln system consist mainly of NO gas with a relatively small amount of NO2. The NO2 to NOX in-stack ratio for modern cement kilns ranges from 1 to 5 percent. A conservative in-stack ratio of 5 percent (0.05) will be used for this analysis. Attachment B provides a list of available literature reviewed and sited for this justification.
4 Justification for Performance Evaluations [3.2.2 (e)(iv)]
As noted in the document entitled “Evaluation of Bias In AERMOD-PVMRM” prepared by Roger W. Brode, it states the following:
This report presents results of an analysis of evaluation results to determine whether the AERMOD-
PVMRM algorithm produces biased or unbiased estimates of the NO2/NOx ratio. Evaluation results from
two aircraft studies and two long-term field studies were examined, as well as comparisons between
AERMOD-PVMRM and other refined chemically reactive plume models. Comparisons between predicted
and observed NO2/NOx ratios were based on results paired in time and space, providing a more rigorous
assessment than is commonly used in evaluating the performance of air dispersion models. While there
does not appear to be a clear and objective criterion established by EPA for determining whether a model
is biased or unbiased, a general “rule of thumb” that is commonly used as a benchmark in judging the
performance of air dispersion models is agreement with observations within a factor of two. …In all cases,
the average ratio between predicted and observed NO2/NOx ratios showed agreement within a factor of
two, and in most cases within about a factor of 1.5. Based on all of the data available, the AERMOD-
PVMRM algorithm is judged to provide unbiased estimates of the NO2/NOx ratio based on criteria that are
comparable to, or more rigorous than, evaluations performed for other dispersion models that are judged
to be refined, implying unbiased performance.”
As noted in the above report it has been determined that PVMRM has been judged to provide unbiased estimates based on criteria that are comparable to, or more rigorous than, evaluations performed for other dispersion models. At the present time no assessment of bias has been conducted for the OLM model.
5 Justification for Protocol on Methods and Procedures [3.2.2 (e)(v)]
DAQ has previously reviewed and approved the modeling protocol for this facility for PSD Permitting activities. The methods described within this document would append the protocol upon approval by DAQ of this justification for 1-hour NO2 modeling activities. Specifically, it is proposed that the NO2 1-hour modeling demonstration for this facility use the Tier III modeling
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approach by applying the PVMRM algorithm. The proposed values for each of the required PVMRM variables are as follows:
1. NO2/NOx Ratio (NO2STACK) : 0.05
This value is consistent with the various studies and references available for modern cement plants. As shown with the provided references, this value is typically within the 1% to 5 % range. As such, the proposed 5% is a conservative value.
2. Equilibrium Ratio (NO2EQUIL) : 0.75
This value has been accepted by EPA as an appropriate conservative value for this type of modeling evaluation. Per EPA guidance, this value has been adopted.
3. Background Ozone Value (OZONEVAL) : Hourly Derived Data
As discussed previously, this value was derived based upon ozone season data only from the Castle Hayne monitoring station. This evaluation considered a representative 5-year period and is considered a sufficiently conservative value for this demonstration and the sensitivity of the modeling algorithm.
Conclusion
Based on the information provided above, it has been determined that the method for determining hourly NO2 concentrations using AERMOD in conjunction with the non-regulatory PVMRM option is acceptable based on the requirements in 40 CFR Part 51, Appendix W, 3.2.2(e). This is based upon the following justifications:
1. The model has received a scientific peer review [3.2.2 (e)(i).]; The chemistry for both models have received scientific peer review as noted in “Sensitivity Analysis of PVMRM and OLM in AERMOD” and “Evaluation of Bias in AERMOD-PVMRM”. Both documents indicate that the models appear to perform as expected.
2. The model can be demonstrated to be applicable to the problem on a theoretical basis [3.2.2 (e)(ii).];
Both models have been reviewed and the chemistry has been widely accepted by EPA and other government agencies as being appropriate for addressing the formation of NO2 and the calculation of NO2 concentration at receptors downwind. Additionally, the ““Sensitivity Analysis of PVMRM and OLM in AERMOD” report indicates OLM/PVMRM provides a better estimation of the NO2 impacts compared to other screening options.
3. The data bases which are necessary to perform the analysis are available and adequate [3.2.2 (e)(iii)];
DAQ preprocesses the required meteorological data required for this analysis,
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ozone monitoring data is available within the facility area, and historical studies have provided appropriate NO2/NOx ratios.
4. Appropriate performance evaluations of the model have shown that the model is not biased toward underestimates [3.2.2 (e)(iv)];
As noted the “Evaluation of Bias in AERMOD-PVMRM” report, PVMRM has been judged to provide an unbiased estimate.
5. A protocol on methods and procedures to be followed has been established [3.2.2 (e)(v)].
The methods and procedures for conducting this assessment for determining compliance with the 1-hour NO2 NAAQS were provided within this document and the previously approved modeling protocol for this facility.
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Attachment A | References for PVMRM Justification
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References for PVMRM in AERMOD EPA, 2010. Applicability of Appendix W Modeling Guidance for 1-hour NO2 National Ambient Air Quality Standard. Tyler Fox Memorandum, dated June 28, 2010. U.S. Environmental Protection Agency, Research Triangle Park, NC. EPA, 2010. Guidance Concerning the Implementation of the 1-hour NO2 NAAQS fror the Prevention of Significant Deterioration Program. Stephen D. Page Memorandum, dated June 29, 2010. U.S. Environmental Protection Agency, Research Triangle Park, NC. MACTEC, 2004. Sensitivity Analysis of PVMRM and OLM in AERMOD. Final Report, Alaska DEC Contract No. 18-8018-04. MACTEC Federal Programs, Inc., Research Triangle Park, NC. MACTEC, 2005. Evaluation of Bias in AERMOD-PVMRM. Final Report, Alaska DEC Contract No. 18-9010-12. MACTEC Federal Programs, Inc., Research Triangle Park, NC.
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Attachment B | NO2 In-stack References
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References for In-Stack NO2 Gas Content in Cement Kilns
Reference 1
EMEP/EEA emission inventory guidebook 2009, Chapter 2.A.1 Cement production, European Environment Agency 2009.
“NOX are formed in the combustion process either by oxidation of the nitrogen in the combustion air
(thermal NOX), or by oxidation of the nitrogen compounds in the fuel (fuel NOX). Thermal NOX form at
temperatures above 1200°C. Due to the very high temperatures in the cement kiln thermal NOX dominate.
Nitrogen monoxide accounts for about 95 % and nitrogen dioxide for about 5 %.”
Reference 2
Technical Report TR-ECRA-106-2009, European Cement Research Academy, Dusseldorf, Germany 2009.
“NO2 usually accounts for not more than 5% of total NOX in cement kiln flue gases…”
Reference 3
The French Cement Industry Guide to NOx Emissions Reduction Measures, ADEME (French Agency for Environment and Energy Management), 16 December 2002.
“NOX formation in cement plants is 95 % nitrogen monoxide; NO2 formation occurs at low temperatures in
contact with the air in the atmosphere.”
Reference 4
Health Consultation, Lafarge Corporation, Seattle Washington Cement Plant, U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES, Public Health Service, Agency for Toxic Substances and Disease Registry, June 23, 2004.
“Ninety-five percent of Lafarge’s NOX emissions are in the form of NO, the remaining 5% are NO2.”
Reference 5
Environmental Data of the European Cement Industry 2001, Verein Deutscher Zementwerke e.V., Dusseldorf, Germany, September 2002.
“The clinker burning process is a high-temperature process resulting in the formation of nitrogen oxides
(NOX). Nitrogen monoxide (NO) accounts for about 95 %, and nitrogen dioxide (NO2) for about 5 % of this compound present in the exhaust gas of rotary kiln plants.”
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Reference 6
Email from Robert Shenk, FLSmidth Inc. to Jay Willis, Titan America, September 21, 2010.
Concerning testing experience for cement kilns with modern pyroprocessing systems and low NOX calciners “…it would appear that the modern low NOX systems indicate about 99% NO as part of overall
NOX emissions when looking at FTIR analyzer.”
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Attachment C | Contribution Analyst User’s Manual
D-1
APPENDIX D
STRUCTURE DIMENSIONS
D-2
D-3
D-4
E-1
APPENDIX E
SIGNIFICANT IMPACT AREAS
E-2
E-3
E-4
F-1
APPENDIX F
1-HOUR NO2 CAUSE AND CONTRIBUTE OUTPUT
CA_Calc.txt 2/22/2011
Contribution Analyst version 1.1
Run completed 2/22/2011 3:44:35 PM
Input Files-----------
File type: AERMOD
c:\CCC NO2\CCC Only Run (021711)\1-hr NO2 CCC 1988.pltc:\CCC NO2\CCC Only Run (021711)\1-hr NO2 CCC 1989.pltc:\CCC NO2\CCC Only Run (021711)\1-hr NO2 CCC 1990.pltc:\CCC NO2\CCC Only Run (021711)\1-hr NO2 CCC 1991.pltc:\CCC NO2\CCC Only Run (021711)\1-hr NO2 CCC 1992.plt
NO2Post or SO2Post file: C:\CCC NO2\Cause and Contribute Output Files (021711)\NO2Post_CA.txt
Results-------
Receptor #1 (237947.10000, 3804848.00000)
Hour ALL ALL88031620 188.80780 0.0000089052203 189.21070 0.0000090042406 191.05990 0.0000091121808 186.39340 0.0000092091920 190.17400 0.00000
Average 189.12916 0.00000
Receptor #2 (238047.10000, 3804848.00000)
Hour ALL ALL88021402 189.34960 0.0000089082305 190.86570 0.0000090112504 192.01640 0.0000091121808 187.86860 0.0000092091920 191.53420 0.00000
Average 190.32690 0.00000
Receptor #3 (238147.10000, 3804848.00000)
Hour ALL ALL88021402 191.77720 0.0000089082305 190.21330 0.0000090082623 192.83050 0.0000091121808 188.92080 0.0000092091920 192.16830 0.00000
Average 191.18202 0.00000
Receptor #4 (238247.10000, 3804848.00000)
Hour ALL ALL88072501 191.34200 0.0000089091010 188.83010 0.0759290051906 193.07420 0.0000091011820 188.65010 0.0000092010522 191.33020 0.00000
Average 190.64532 0.01518
1
CA_Calc.txt 2/22/2011
Receptor #5 (238347.10000, 3804848.00000)
Hour ALL ALL88072501 190.45640 0.0000089080324 190.33100 0.0000090112504 194.70310 0.0000091040106 188.25270 0.0000092010522 190.58420 0.00000
Average 190.86548 0.00000
Receptor #6 (238447.10000, 3804848.00000)
Hour ALL ALL88072501 189.41630 0.0000089080324 189.29430 0.0000090112504 195.17670 0.0000091120711 189.76860 0.1980392010522 189.95250 0.00000
Average 190.72168 0.03961
Receptor #7 (238547.10000, 3804848.00000)
Hour ALL ALL88010122 189.73550 0.0000089040920 188.25190 0.0000090112504 195.41590 0.0000091120711 189.90490 0.1982592010522 189.40630 0.00000
Average 190.54290 0.03965
Receptor #8 (238647.10000, 3804848.00000)
Hour ALL ALL88010122 191.23580 0.0000089110710 187.56380 0.0927190112504 195.27230 0.0000091120711 189.99180 0.1981592010522 188.47120 0.00000
Average 190.50698 0.05817
Receptor #9 (238747.10000, 3804848.00000)
Hour ALL ALL88121404 192.38260 0.0000089111722 187.28670 0.0000090042406 195.31250 0.0000091120711 190.03920 0.1980092102804 189.73040 0.00000
Average 190.95028 0.03960
Receptor #10 (238847.10000, 3804848.00000)
Hour ALL ALL88052924 193.29260 0.0000089071203 187.76080 0.0000090042406 194.66610 0.0000091120711 190.05460 0.1980392091920 192.59430 0.00000
Average 191.67368 0.03961
Receptor #11 (238947.10000, 3804848.00000)
2
CA_Calc.txt 2/22/2011
Hour ALL ALL88021212 191.64110 0.0743889110102 186.91040 0.0000090042406 193.63460 0.0000091121808 189.17640 0.0000092091920 191.71280 0.00000
Average 190.61506 0.01488
Receptor #12 (239047.10000, 3804848.00000)
Hour ALL ALL88072503 193.08240 0.0000089040920 186.84530 0.0000090082903 193.52660 0.0000091111407 189.11140 0.0000092122324 191.29210 0.00000
Average 190.77156 0.00000
Receptor #13 (239147.10000, 3804848.00000)
Hour ALL ALL88072503 195.15380 0.0000089122701 185.87400 0.0000090082805 192.02620 0.0000091111407 189.11440 0.0000092032824 190.56750 0.00000
Average 190.54718 0.00000
Receptor #14 (239247.10000, 3804848.00000)
Hour ALL ALL88010122 195.88500 0.0000089122701 183.79850 0.0000090082805 190.15260 0.0000091111407 188.87110 0.0000092032824 188.79980 0.00000
Average 189.50140 0.00000
Receptor #15 (238247.10000, 3804948.00000)
Hour ALL ALL88031620 188.40240 0.0000089101804 189.94050 0.0000090042406 190.71580 0.0000091121808 186.04790 0.0000092091920 189.67520 0.00000
Average 188.95636 0.00000
Receptor #16 (238347.10000, 3804948.00000)
Hour ALL ALL88021321 188.40210 0.0000089082305 190.75710 0.0000090112504 191.51660 0.0000091121808 187.32630 0.0000092091920 190.61890 0.00000
Average 189.72420 0.00000
Receptor #17 (238447.10000, 3804948.00000)
3
CA_Calc.txt 2/22/2011
Hour ALL ALL88021402 190.39530 0.0000089082305 189.89770 0.0000090082623 192.32140 0.0000091121808 188.40530 0.0000092091920 191.40650 0.00000
Average 190.48524 0.00000
Receptor #18 (238547.10000, 3804948.00000)
Hour ALL ALL88072501 191.04490 0.0000089082305 188.65170 0.0000090051906 191.55980 0.0000091011820 188.37430 0.0000092010522 191.22760 0.00000
Average 190.17166 0.00000
Receptor #19 (238647.10000, 3804948.00000)
Hour ALL ALL88072501 189.93730 0.0000089110710 188.45900 0.0882290051906 193.88830 0.0000091040106 187.60320 0.0000092010522 190.34020 0.00000
Average 190.04560 0.01764
Receptor #20 (238747.10000, 3804948.00000)
Hour ALL ALL88072501 188.75780 0.0000089110710 187.48070 0.0885590112504 194.58070 0.0000091120711 189.05620 0.1990292010522 189.66530 0.00000
Average 189.90814 0.05751
Receptor #21 (238847.10000, 3804948.00000)
Hour ALL ALL88010122 188.90460 0.0000089080324 187.15110 0.0000090112504 194.66880 0.0000091120711 189.13790 0.1989092010522 188.83570 0.00000
Average 189.73962 0.03978
Receptor #22 (238947.10000, 3804948.00000)
Hour ALL ALL88010122 190.39570 0.0000089110710 185.43880 0.0896390112504 194.44290 0.0000091120711 189.17850 0.1986492010522 187.78120 0.00000
Average 189.44742 0.05765
Receptor #23 (239047.10000, 3804948.00000)
Hour ALL ALL
4
CA_Calc.txt 2/22/2011
88121404 191.50080 0.0000089111722 186.45110 0.0000090042406 194.42950 0.0000091120711 189.18210 0.1983492102804 187.96590 0.00000
Average 189.90588 0.03967
Receptor #24 (239147.10000, 3804948.00000)
Hour ALL ALL88021212 190.34360 0.0730589071203 186.24930 0.0000090042406 193.55190 0.0000091121808 188.94740 0.0000092102804 191.14910 0.00000
Average 190.04826 0.01461
Receptor #25 (239247.10000, 3804948.00000)
Hour ALL ALL88072503 189.21690 0.0000089103118 185.58980 0.0000090042406 192.42000 0.0000091121808 187.93930 0.0000092091920 190.44180 0.00000
Average 189.12156 0.00000
Receptor #26 (239347.10000, 3804948.00000)
Hour ALL ALL88072503 191.58070 0.0000089040920 185.93420 0.0000090082903 192.01650 0.0000091111407 187.82350 0.0000092122324 189.83180 0.00000
Average 189.43734 0.00000
Receptor #27 (239447.10000, 3804948.00000)
Hour ALL ALL88072503 193.64780 0.0000089122701 184.46610 0.0000090082805 190.77560 0.0000091111407 187.81050 0.0000092032824 189.37410 0.00000
Average 189.21482 0.00000
Receptor #28 (239547.10000, 3804948.00000)
Hour ALL ALL88010122 194.75140 0.0000089122701 183.18690 0.0000090082805 189.14610 0.0000091111407 187.52950 0.0000092071003 190.03790 0.00000
Average 188.93036 0.00000
Receptor #29 (238647.10000, 3805048.00000)
Hour ALL ALL88031620 187.69770 0.00000
5
CA_Calc.txt 2/22/2011
89110710 189.26140 0.0837790112504 191.09050 0.0000091121808 186.86040 0.0000092091920 189.80020 0.00000
Average 188.94204 0.01675
Receptor #30 (238747.10000, 3805048.00000)
Hour ALL ALL88021402 189.32220 0.0000089110710 188.31920 0.0838690082623 191.46750 0.0000091121808 187.85870 0.0000092091920 190.60750 0.00000
Average 189.51502 0.01677
Receptor #31 (238847.10000, 3805048.00000)
Hour ALL ALL88072501 190.17180 0.0000089110710 187.36770 0.0843890082623 190.59390 0.0000091011820 187.57640 0.0000092010522 190.46350 0.00000
Average 189.23466 0.01688
Receptor #32 (238947.10000, 3805048.00000)
Hour ALL ALL88072501 188.99680 0.0000089110710 186.38530 0.0850590051906 192.56970 0.0000091040106 186.84740 0.0000092010522 189.68000 0.00000
Average 188.89584 0.01701
Receptor #33 (239047.10000, 3805048.00000)
Hour ALL ALL88072501 187.64660 0.0000089040920 186.67670 0.0000090112504 193.78460 0.0000091120711 188.28760 0.1993192041008 189.12480 0.01220
Average 189.10406 0.04230
Receptor #34 (239147.10000, 3805048.00000)
Hour ALL ALL88010122 188.13930 0.0000089080324 185.92400 0.0000090112504 193.75380 0.0000091120711 188.32470 0.1990292041008 189.81740 0.01259
Average 189.19184 0.04232
Receptor #35 (239247.10000, 3805048.00000)
Hour ALL ALL88010122 189.57950 0.0000089080324 184.10600 0.00000
6
CA_Calc.txt 2/22/2011
90112504 193.45620 0.0000091120711 188.32670 0.1987492041008 190.48870 0.01306
Average 189.19142 0.04236
Receptor #36 (239347.10000, 3805048.00000)
Hour ALL ALL88120603 190.25590 0.0000089111722 185.69550 0.0000090042406 193.46330 0.0000091120711 188.29650 0.1985492091920 190.95760 0.00000
Average 189.73376 0.03971
Receptor #37 (239447.10000, 3805048.00000)
Hour ALL ALL88121404 189.13710 0.0000089071203 184.88080 0.0000090042406 192.52240 0.0000091121808 187.79600 0.0000092091920 190.21980 0.00000
Average 188.91122 0.00000
Receptor #38 (239547.10000, 3805048.00000)
Hour ALL ALL88121404 188.63630 0.0000089040920 185.41910 0.0000090042406 191.77080 0.0000091121808 186.91460 0.0000092032201 191.10680 0.00000
Average 188.76952 0.00000
Receptor #39 (239347.10000, 3805148.00000)
Hour ALL ALL88072501 186.44780 0.0000089040920 186.03420 0.0000090112504 192.83220 0.0000091120711 187.48030 0.1991692091920 190.68080 0.00000
Average 188.69506 0.03983
Receptor #40 (239647.10000, 3805148.00000)
Hour ALL ALL88121519 189.07330 0.0000089111722 184.86690 0.0000090042406 192.45790 0.0000091120711 187.38300 0.1984492091920 189.82880 0.00000
Average 188.72198 0.03969
Receptor #41 (233547.10000, 3802348.00000)
Hour ALL ALL88060205 258.06370 0.0000089121324 256.73110 0.0000090090806 272.06240 0.00000
7
CA_Calc.txt 2/22/2011
91091206 272.10620 0.0000092022805 225.95680 0.00000
Average 256.98404 0.00000
Receptor #42 (233797.10000, 3802348.00000)
Hour ALL ALL88072424 236.99620 0.0000089071722 236.45520 0.0000090091102 279.62510 0.0000091050222 270.01720 0.0000092070222 237.16780 0.00000
Average 252.05230 0.00000
Receptor #43 (234047.10000, 3802348.00000)
Hour ALL ALL88082024 226.74570 0.0000089070904 241.77750 0.0000090121304 270.29950 0.0000091103023 272.40300 0.0000092040607 252.01710 0.00000
Average 252.64856 0.00000
Receptor #44 (234297.10000, 3802348.00000)
Hour ALL ALL88080606 249.58130 0.0000089070904 243.19030 0.0000090012306 257.11610 0.0000091050423 271.48220 0.0000092103005 261.37300 0.00000
Average 256.54858 0.00000
Receptor #45 (234547.10000, 3802348.00000)
Hour ALL ALL88053024 238.46820 0.0000089070904 241.23570 0.0000090121308 255.85550 0.0000091120808 270.03540 0.0000092103005 274.69480 0.00000
Average 256.05792 0.00000
Receptor #46 (234797.10000, 3802348.00000)
Hour ALL ALL88061702 246.52660 0.0000089121408 241.51270 0.0000090072402 245.74080 0.0000091071424 259.00320 0.0000092091906 267.34420 0.00000
Average 252.02550 0.00000
Receptor #47 (235047.10000, 3802348.00000)
Hour ALL ALL88053003 262.81460 0.0000089111105 247.49680 0.0000090082703 246.73840 0.0000091123008 256.18760 0.00000
8
CA_Calc.txt 2/22/2011
92013104 267.30970 0.00000
Average 256.10942 0.00000
Receptor #48 (235297.10000, 3802348.00000)
Hour ALL ALL88021322 249.46360 0.0000089061904 227.31970 0.0000090121308 240.58750 0.0000091021623 249.76180 0.0000092103005 268.81450 0.00000
Average 247.18942 0.00000
Receptor #49 (235547.10000, 3802348.00000)
Hour ALL ALL88021803 239.55860 0.0000089080405 221.65010 0.0000090101523 242.18170 0.0000091111222 245.78510 0.0000092080302 255.27590 0.00000
Average 240.89028 0.00000
Receptor #50 (235797.10000, 3802348.00000)
Hour ALL ALL88121103 244.73630 0.0000089080406 213.06660 0.0000090091103 238.75920 0.0000091021623 240.62550 0.0000092052502 238.79960 0.00000
Average 235.19744 0.00000
Receptor #51 (236047.10000, 3802348.00000)
Hour ALL ALL88120606 238.08070 0.0000089080406 211.45600 0.0000090082901 232.96620 0.0000091021623 236.80360 0.0000092080302 224.40690 0.00000
Average 228.74268 0.00000
Receptor #52 (236297.10000, 3802348.00000)
Hour ALL ALL88120606 226.88340 0.0000089071204 206.06890 0.0000090093024 232.40470 0.0000091112305 227.95210 0.0000092011522 223.81750 0.00000
Average 223.42532 0.00000
Receptor #53 (236547.10000, 3802348.00000)
Hour ALL ALL88120606 216.90510 0.0000089040619 204.12110 0.0000090093024 233.52440 0.0000091022511 225.23400 0.2120292103005 217.71110 0.00000
9
CA_Calc.txt 2/22/2011
Average 219.49914 0.04240
Receptor #54 (236797.10000, 3802348.00000)
Hour ALL ALL88120406 211.38710 0.0000089080406 203.48860 0.0000090093024 233.39750 0.0000091021623 219.42910 0.0000092040607 207.59700 0.00000
Average 215.05986 0.00000
Receptor #55 (237047.10000, 3802348.00000)
Hour ALL ALL88120605 210.04390 0.0000089010514 201.64920 0.4008590082803 227.13960 0.0000091021623 212.40950 0.0000092011120 207.17450 0.00000
Average 211.68334 0.08017
Receptor #56 (237297.10000, 3802348.00000)
Hour ALL ALL88062106 211.85910 0.0000089010514 200.49670 0.3981490082803 219.67470 0.0000091111222 210.75170 0.0000092011211 204.77350 0.41584
Average 209.51114 0.16280
Receptor #57 (237547.10000, 3802348.00000)
Hour ALL ALL88062106 212.60300 0.0000089060724 201.35750 0.0000090082803 210.93330 0.0000091111222 204.86190 0.0000092011211 205.00120 0.41667
Average 206.95138 0.08333
Receptor #58 (237797.10000, 3802348.00000)
Hour ALL ALL88120605 211.94860 0.0000089040619 202.81810 0.0000090082803 203.11750 0.0000091031122 204.74830 0.0000092032202 204.22950 0.00000
Average 205.37240 0.00000
Receptor #59 (238047.10000, 3802348.00000)
Hour ALL ALL88053102 206.83700 0.0000089040619 201.74530 0.0000090091104 200.30670 0.0000091022511 206.54390 0.2069492071002 201.02970 0.00000
10
CA_Calc.txt 2/22/2011
Average 203.29252 0.04139
Receptor #60 (238297.10000, 3802348.00000)
Hour ALL ALL88053102 208.23730 0.0000089040619 200.52580 0.0000090012306 194.66110 0.0000091022511 202.25500 0.2063892071002 197.12240 0.00000
Average 200.56032 0.04128
Receptor #61 (238547.10000, 3802348.00000)
Hour ALL ALL88012115 209.46770 0.1814589040619 199.23610 0.0000090081122 195.54680 0.0000091022511 198.03970 0.2061492081511 195.49460 0.10942
Average 199.55698 0.09940
Receptor #62 (238797.10000, 3802348.00000)
Hour ALL ALL88012115 207.95080 0.1814789040619 197.82890 0.0000090103119 186.95210 0.0000091022511 193.92360 0.2063092072303 192.73940 0.00000
Average 195.87896 0.07755
Receptor #63 (239047.10000, 3802348.00000)
Hour ALL ALL88012115 206.31320 0.1811889040619 196.37930 0.0000090011322 185.16670 0.0000091022511 189.88240 0.2065892081021 191.35960 0.00000
Average 193.82024 0.07755
Receptor #64 (239297.10000, 3802348.00000)
Hour ALL ALL88061702 201.84170 0.0000089072823 192.17920 0.0000090103120 184.22190 0.0000091022511 185.96000 0.2072292030310 186.87740 0.21877
Average 190.21604 0.08520
Receptor #65 (239547.10000, 3802348.00000)
Hour ALL ALL88061702 195.15270 0.0000089082203 190.25860 0.0000090081606 185.91470 0.0000091050302 185.29240 0.0000092081511 194.05120 0.10909
Average 190.13392 0.02182
11
CA_Calc.txt 2/22/2011
Receptor #66 (233547.10000, 3802598.00000)
Hour ALL ALL88072503 235.41840 0.0000089070903 214.18520 0.0000090080220 226.41470 0.0000091032007 233.21330 0.0000092011814 192.48610 0.26158
Average 220.34354 0.05232
Receptor #67 (233797.10000, 3802598.00000)
Hour ALL ALL88012319 243.91170 0.0000089111105 222.78180 0.0000090121304 241.17510 0.0000091032007 249.26630 0.0000092071003 198.34650 0.00000
Average 231.09628 0.00000
Receptor #68 (234047.10000, 3802598.00000)
Hour ALL ALL88120805 241.42830 0.0000089120705 235.79420 0.0000090080220 247.76740 0.0000091091206 253.75600 0.0000092102804 205.77490 0.00000
Average 236.90416 0.00000
Receptor #69 (234297.10000, 3802598.00000)
Hour ALL ALL88011301 240.08570 0.0000089072320 239.70600 0.0000090081404 262.63680 0.0000091060221 260.08470 0.0000092022805 192.86640 0.00000
Average 239.07592 0.00000
Receptor #70 (234547.10000, 3802598.00000)
Hour ALL ALL88041622 243.49960 0.0000089121324 242.06130 0.0000090080220 269.51850 0.0000091050423 267.32900 0.0000092022805 216.62220 0.00000
Average 247.80612 0.00000
Receptor #71 (234797.10000, 3802598.00000)
Hour ALL ALL88040901 222.11130 0.0000089031122 220.88200 0.0000090011701 260.35230 0.0000091050222 251.61410 0.0000092070222 223.06950 0.00000
Average 235.60584 0.00000
12
CA_Calc.txt 2/22/2011
Receptor #72 (235047.10000, 3802598.00000)
Hour ALL ALL88120224 212.13200 0.0000089071722 230.21130 0.0000090110523 259.68050 0.0000091071521 259.07580 0.0000092040607 234.85930 0.00000
Average 239.19178 0.00000
Receptor #73 (235297.10000, 3802598.00000)
Hour ALL ALL88080606 230.06140 0.0000089070904 216.32070 0.0000090080220 251.15640 0.0000091103023 251.98270 0.0000092040607 248.22550 0.00000
Average 239.54934 0.00000
Receptor #74 (235547.10000, 3802598.00000)
Hour ALL ALL88121102 234.91650 0.0000089070904 217.06590 0.0000090082905 238.94260 0.0000091112305 257.71140 0.0000092103005 255.57760 0.00000
Average 240.84280 0.00000
Receptor #75 (235797.10000, 3802598.00000)
Hour ALL ALL88053024 219.84060 0.0000089070904 214.95060 0.0000090121308 228.46180 0.0000091063005 251.43440 0.0000092103005 257.86720 0.00000
Average 234.51092 0.00000
Receptor #76 (236047.10000, 3802598.00000)
Hour ALL ALL88061702 223.71450 0.0000089112003 223.39750 0.0000090051904 225.70960 0.0000091071424 243.48590 0.0000092012124 254.72760 0.00000
Average 234.20702 0.00000
Receptor #77 (236297.10000, 3802598.00000)
Hour ALL ALL88053003 235.75840 0.0000089080405 224.31420 0.0000090072420 224.41220 0.0000091032601 236.94160 0.0000092033101 252.13510 0.00000
Average 234.71230 0.00000
Receptor #78 (236547.10000, 3802598.00000)
13
CA_Calc.txt 2/22/2011
Hour ALL ALL88021322 238.00890 0.0000089072823 223.25490 0.0000090121308 221.18860 0.0000091060405 232.45700 0.0000092013104 242.44870 0.00000
Average 231.47162 0.00000
Receptor #79 (236797.10000, 3802598.00000)
Hour ALL ALL88021322 226.21510 0.0000089111105 207.36820 0.0000090081603 218.38800 0.0000091060405 226.68960 0.0000092042701 245.24580 0.00000
Average 224.78134 0.00000
Receptor #80 (237047.10000, 3802598.00000)
Hour ALL ALL88021322 216.99350 0.0000089080405 201.64580 0.0000090090806 219.40380 0.0000091022511 227.76720 0.2071592080302 236.22840 0.00000
Average 220.40774 0.04143
Receptor #81 (237297.10000, 3802598.00000)
Hour ALL ALL88021803 219.11110 0.0000089010514 199.05470 0.4133290091103 221.01550 0.0000091022511 223.94070 0.2056592080302 223.06780 0.00000
Average 217.23796 0.12379
Receptor #82 (237547.10000, 3802598.00000)
Hour ALL ALL88121103 221.74010 0.0000089010514 198.10410 0.4144890082901 206.41730 0.0000091071424 220.32800 0.0000092071005 222.80570 0.00000
Average 213.87904 0.08290
Receptor #83 (237797.10000, 3802598.00000)
Hour ALL ALL88120606 215.16770 0.0000089082202 194.85950 0.0000090082901 209.27360 0.0000091022511 215.84590 0.2026692103005 217.18650 0.00000
Average 210.46664 0.04053
Receptor #84 (238047.10000, 3802598.00000)
14
CA_Calc.txt 2/22/2011
Hour ALL ALL88040901 206.81710 0.0000089060802 192.39610 0.0000090082901 211.47290 0.0000091022511 211.79230 0.2018892103005 207.22200 0.00000
Average 205.94008 0.04038
Receptor #85 (238297.10000, 3802598.00000)
Hour ALL ALL88040901 198.22160 0.0000089040619 188.46040 0.0000090093024 211.73550 0.0000091021623 207.69340 0.0000092011211 201.81870 0.43388
Average 201.58592 0.08678
Receptor #86 (238547.10000, 3802598.00000)
Hour ALL ALL88120406 194.63650 0.0000089080406 188.80750 0.0000090093024 212.65110 0.0000091021623 203.15440 0.0000092022805 200.30950 0.00000
Average 199.91180 0.00000
Receptor #87 (238797.10000, 3802598.00000)
Hour ALL ALL88120406 194.18130 0.0000089071204 189.20000 0.0000090082803 211.97890 0.0000091021623 198.47530 0.0000092081511 192.10600 0.11130
Average 197.18830 0.02226
Receptor #88 (239047.10000, 3802598.00000)
Hour ALL ALL88062106 194.69960 0.0000089082821 189.97250 0.0000090082803 205.54590 0.0000091021623 193.78000 0.0000092081511 192.23470 0.11085
Average 195.24654 0.02217
Receptor #89 (239297.10000, 3802598.00000)
Hour ALL ALL88062106 196.77720 0.0000089040619 188.73540 0.0000090082803 199.51790 0.0000091022511 191.88880 0.2028792081511 192.26480 0.11121
Average 193.83682 0.06282
Receptor #90 (239547.10000, 3802598.00000)
Hour ALL ALL
15
CA_Calc.txt 2/22/2011
88062106 198.20970 0.0000089010514 187.94740 0.4138190103120 195.08130 0.0000091022511 188.04740 0.2036392042301 191.82750 0.00000
Average 192.22266 0.12349
Receptor #91 (239797.10000, 3802598.00000)
Hour ALL ALL88120605 194.29460 0.0000089010514 186.43360 0.4104690012306 195.70210 0.0000091111222 186.48910 0.0000092011120 190.96790 0.00000
Average 190.77746 0.08209
Receptor #92 (233547.10000, 3802848.00000)
Hour ALL ALL88113024 211.00420 0.0000089121324 203.51380 0.0000090050106 206.41340 0.0000091110412 197.62380 0.3498292062101 182.51510 0.00000
Average 200.21406 0.06996
Receptor #93 (233797.10000, 3802848.00000)
Hour ALL ALL88113024 218.04400 0.0000089103118 210.85930 0.0000090050106 215.42300 0.0000091111407 205.89590 0.0000092032824 194.55350 0.00000
Average 208.95514 0.00000
Receptor #94 (234047.10000, 3802848.00000)
Hour ALL ALL88100403 226.54450 0.0000089052203 217.42520 0.0000090050106 225.68330 0.0000091091206 212.59990 0.0000092062410 194.78420 0.15939
Average 215.40742 0.03188
Receptor #95 (234297.10000, 3802848.00000)
Hour ALL ALL88113024 240.63480 0.0000089052503 225.21380 0.0000090091106 240.91050 0.0000091040601 231.28640 0.0000092032824 189.47540 0.00000
Average 225.50418 0.00000
Receptor #96 (234547.10000, 3802848.00000)
Hour ALL ALL88011805 243.71220 0.00000
16
CA_Calc.txt 2/22/2011
89052503 229.62040 0.0000090051824 244.41040 0.0000091040601 244.70210 0.0000092032201 189.97530 0.00000
Average 230.48408 0.00000
Receptor #97 (234797.10000, 3802848.00000)
Hour ALL ALL88053024 242.15470 0.0000089111105 229.30840 0.0000090080220 241.42190 0.0000091021022 249.43300 0.0000092022810 190.70560 0.29371
Average 230.60472 0.05874
Receptor #98 (235047.10000, 3802848.00000)
Hour ALL ALL88011805 233.97120 0.0000089101805 220.81070 0.0000090080220 243.04480 0.0000091101718 241.48470 0.0000092112502 199.81710 0.00000
Average 227.82570 0.00000
Receptor #99 (235297.10000, 3802848.00000)
Hour ALL ALL88011805 228.48640 0.0000089072320 226.74850 0.0000090081404 244.67390 0.0000091101718 252.58090 0.0000092022810 191.53410 0.29472
Average 228.80476 0.05894
Receptor #100 (235547.10000, 3802848.00000)
Hour ALL ALL88060205 226.82790 0.0000089121324 227.05170 0.0000090072420 255.13130 0.0000091040601 253.37990 0.0000092022805 199.03810 0.00000
Average 232.28578 0.00000
Receptor #101 (235797.10000, 3802848.00000)
Hour ALL ALL88041622 208.74340 0.0000089031122 208.88180 0.0000090080220 246.59830 0.0000091050222 237.72030 0.0000092070222 211.16400 0.00000
Average 222.62156 0.00000
Receptor #102 (236047.10000, 3802848.00000)
Hour ALL ALL88120224 208.08220 0.0000089071722 206.97480 0.00000
17
CA_Calc.txt 2/22/2011
90080220 247.43990 0.0000091071521 237.68400 0.0000092040607 211.93610 0.00000
Average 222.42340 0.00000
Receptor #103 (236297.10000, 3802848.00000)
Hour ALL ALL88012115 206.65410 0.1871389072703 215.63020 0.0000090080220 239.87700 0.0000091101718 238.31100 0.0000092040607 224.00340 0.00000
Average 224.89514 0.03743
Receptor #104 (236547.10000, 3802848.00000)
Hour ALL ALL88080606 211.96900 0.0000089010514 198.89880 0.4237990121004 227.88570 0.0000091022511 236.37760 0.2092492103005 230.07680 0.00000
Average 221.04158 0.12661
Receptor #105 (236797.10000, 3802848.00000)
Hour ALL ALL88121102 214.83130 0.0000089010514 198.49920 0.4301890082905 218.66200 0.0000091022511 234.03890 0.2072992103005 236.58360 0.00000
Average 220.52300 0.12749
Receptor #106 (237047.10000, 3802848.00000)
Hour ALL ALL88012115 208.57750 0.1917889010514 197.98630 0.4344490080220 211.73000 0.0000091101804 233.23730 0.0000092103005 241.48340 0.00000
Average 218.60290 0.12524
Receptor #107 (237297.10000, 3802848.00000)
Hour ALL ALL88012115 208.69110 0.1902789112003 200.21520 0.0000090110523 208.59390 0.0000091071424 231.30830 0.0000092012124 241.33920 0.00000
Average 218.02954 0.03805
Receptor #108 (237547.10000, 3802848.00000)
Hour ALL ALL88012115 208.52850 0.1875889112003 205.08770 0.0000090121308 210.08230 0.00000
18
CA_Calc.txt 2/22/2011
91032601 226.18220 0.0000092012124 235.79400 0.00000
Average 217.13494 0.03752
Receptor #109 (237797.10000, 3802848.00000)
Hour ALL ALL88053003 213.79480 0.0000089080405 205.23000 0.0000090081404 200.95830 0.0000091022511 219.92180 0.1962392012110 233.10710 0.16523
Average 214.60240 0.07229
Receptor #110 (238047.10000, 3802848.00000)
Hour ALL ALL88021322 218.77790 0.0000089061904 198.40830 0.0000090082703 202.27400 0.0000091022511 216.19480 0.1951792012110 237.42290 0.16237
Average 214.61558 0.07151
Receptor #111 (238297.10000, 3802848.00000)
Hour ALL ALL88021322 209.75450 0.0000089080405 193.17960 0.0000090081603 203.63720 0.0000091060405 211.55100 0.0000092020223 229.28800 0.00000
Average 209.48206 0.00000
Receptor #112 (238547.10000, 3802848.00000)
Hour ALL ALL88012115 207.09080 0.1889689100518 192.08350 0.0000090090806 202.67590 0.0000091050302 208.71260 0.0000092080302 219.94870 0.00000
Average 206.10230 0.03779
Receptor #113 (238797.10000, 3802848.00000)
Hour ALL ALL88011301 204.70010 0.0000089010514 191.84120 0.4391190101523 198.30220 0.0000091021623 207.84900 0.0000092071005 209.91810 0.00000
Average 202.52212 0.08782
Receptor #114 (239047.10000, 3802848.00000)
Hour ALL ALL88021803 202.54950 0.0000089010514 190.68020 0.4381490091103 194.25480 0.0000091021623 205.55240 0.00000
19
CA_Calc.txt 2/22/2011
92071005 207.60170 0.00000
Average 200.12772 0.08763
Receptor #115 (239297.10000, 3802848.00000)
Hour ALL ALL88012115 204.42200 0.1885989122505 182.66120 0.0000090082901 190.60180 0.0000091021623 202.87930 0.0000092071005 204.85610 0.00000
Average 197.08408 0.03772
Receptor #116 (239547.10000, 3802848.00000)
Hour ALL ALL88040901 197.89790 0.0000089061708 181.71770 0.1949690082901 193.12140 0.0000091112305 198.09890 0.0000092103005 199.11050 0.00000
Average 193.98928 0.03899
Receptor #117 (239797.10000, 3802848.00000)
Hour ALL ALL88040901 191.40330 0.0000089082203 184.13040 0.0000090051904 197.33980 0.0000091112305 191.59470 0.0000092042301 193.38870 0.00000
Average 191.57138 0.00000
Receptor #118 (233547.10000, 3803098.00000)
Hour ALL ALL88100403 209.20720 0.0000089040920 190.53680 0.0000090091106 203.70410 0.0000091110412 190.54870 0.3593292071003 189.29580 0.00000
Average 196.65852 0.07186
Receptor #119 (233797.10000, 3803098.00000)
Hour ALL ALL88010122 203.26500 0.0000089012512 192.16980 0.3661790111118 196.97560 0.0000091111407 193.64900 0.0000092022810 183.92140 0.28851
Average 193.99616 0.13094
Receptor #120 (234047.10000, 3803098.00000)
Hour ALL ALL88053002 210.36140 0.0000089070903 196.39640 0.0000090120919 200.88290 0.0000091071103 195.50190 0.0000092071003 186.59260 0.00000
20
CA_Calc.txt 2/22/2011
Average 197.94704 0.00000
Receptor #121 (234297.10000, 3803098.00000)
Hour ALL ALL88072503 214.21050 0.0000089110610 203.81170 0.3294590011606 201.93040 0.0000091041101 202.05530 0.0000092032824 191.96970 0.00000
Average 202.79552 0.06589
Receptor #122 (234547.10000, 3803098.00000)
Hour ALL ALL88072503 220.88700 0.0000089031122 210.18080 0.0000090050106 212.02170 0.0000091111407 208.79830 0.0000092022810 194.62810 0.29318
Average 209.30318 0.05864
Receptor #123 (234797.10000, 3803098.00000)
Hour ALL ALL88100403 226.14640 0.0000089121324 218.42060 0.0000090050106 221.85960 0.0000091111407 209.08700 0.0000092022810 197.15730 0.29632
Average 214.53418 0.05926
Receptor #124 (235047.10000, 3803098.00000)
Hour ALL ALL88113024 231.26400 0.0000089052203 220.79560 0.0000090050106 230.33720 0.0000091040601 215.06190 0.0000092032201 193.07740 0.00000
Average 218.10722 0.00000
Receptor #125 (235297.10000, 3803098.00000)
Hour ALL ALL88052924 236.16400 0.0000089071203 223.29780 0.0000090051824 235.58440 0.0000091040601 227.97530 0.0000092090403 184.54090 0.00000
Average 221.51248 0.00000
Receptor #126 (235547.10000, 3803098.00000)
Hour ALL ALL88113024 235.04300 0.0000089071203 215.77060 0.0000090051824 235.48420 0.0000091040601 241.92200 0.0000092090403 181.13840 0.00000
21
CA_Calc.txt 2/22/2011
Average 221.87164 0.00000
Receptor #127 (235797.10000, 3803098.00000)
Hour ALL ALL88053024 231.45550 0.0000089120705 215.08620 0.0000090080220 230.50060 0.0000091060105 236.68180 0.0000092080302 183.77670 0.00000
Average 219.50016 0.00000
Receptor #128 (236047.10000, 3803098.00000)
Hour ALL ALL88120805 228.00750 0.0000089021604 211.28820 0.0000090031406 233.05670 0.0000091022511 231.63510 0.2091292112502 184.90930 0.00000
Average 217.77936 0.04182
Receptor #129 (236297.10000, 3803098.00000)
Hour ALL ALL88011805 221.35790 0.0000089072320 210.39320 0.0000090081404 227.44130 0.0000091022511 236.32120 0.2069892011211 184.85800 0.44500
Average 216.07432 0.13040
Receptor #130 (236547.10000, 3803098.00000)
Hour ALL ALL88060205 212.93840 0.0000089121324 213.14300 0.0000090081404 236.88490 0.0000091050423 237.24890 0.0000092011211 186.37690 0.44967
Average 217.31842 0.08993
Receptor #131 (236797.10000, 3803098.00000)
Hour ALL ALL88072424 203.38080 0.0000089080405 200.72730 0.0000090080220 239.41600 0.0000091053001 231.34510 0.0000092022805 194.02690 0.00000
Average 213.77922 0.00000
Receptor #132 (237047.10000, 3803098.00000)
Hour ALL ALL88040901 193.27060 0.0000089010514 195.75550 0.4504390080220 236.86030 0.0000091053001 220.88840 0.0000092040607 192.08660 0.00000
Average 207.77228 0.09009
22
CA_Calc.txt 2/22/2011
Receptor #133 (237297.10000, 3803098.00000)
Hour ALL ALL88120606 202.11150 0.0000089071722 197.92800 0.0000090090806 231.64130 0.0000091041101 225.61850 0.0000092040607 203.14120 0.00000
Average 212.08810 0.00000
Receptor #134 (237547.10000, 3803098.00000)
Hour ALL ALL88012115 205.38400 0.1939489072703 197.56310 0.0000090121004 223.70260 0.0000091101718 225.41320 0.0000092040607 212.82560 0.00000
Average 212.97770 0.03879
Receptor #135 (237797.10000, 3803098.00000)
Hour ALL ALL88012115 205.53000 0.1940489010514 194.25150 0.4596290011701 213.69450 0.0000091022511 223.16910 0.1887792103005 218.93030 0.00000
Average 211.11508 0.16849
Receptor #136 (238047.10000, 3803098.00000)
Hour ALL ALL88053024 203.21020 0.0000089010514 193.56230 0.4603290082905 203.57600 0.0000091112305 220.12620 0.0000092103005 224.79710 0.00000
Average 209.05436 0.09206
Receptor #137 (238297.10000, 3803098.00000)
Hour ALL ALL88082024 204.03690 0.0000089010514 192.78310 0.4589190121308 197.54500 0.0000091063005 221.34080 0.0000092103005 229.09850 0.00000
Average 208.96086 0.09178
Receptor #138 (238547.10000, 3803098.00000)
Hour ALL ALL88012115 204.96970 0.1924689010514 191.96790 0.4601490110523 196.96610 0.0000091120808 217.65400 0.0000092103005 231.72980 0.00000
Average 208.65750 0.13052
23
CA_Calc.txt 2/22/2011
Receptor #139 (238797.10000, 3803098.00000)
Hour ALL ALL88110207 201.06990 0.0000089010514 191.07290 0.4596790051904 195.11790 0.0000091123008 214.39130 0.0000092033101 229.47840 0.00000
Average 206.22608 0.09193
Receptor #140 (239047.10000, 3803098.00000)
Hour ALL ALL88061702 194.68390 0.0000089121408 192.54400 0.0000090081404 194.00830 0.0000091032601 208.83810 0.0000092033101 222.28070 0.00000
Average 202.47100 0.00000
Receptor #141 (239297.10000, 3803098.00000)
Hour ALL ALL88061702 201.48780 0.0000089080405 189.36560 0.0000090062823 185.15380 0.0000091123008 203.36400 0.0000092091906 223.10310 0.00000
Average 200.49486 0.00000
Receptor #142 (239547.10000, 3803098.00000)
Hour ALL ALL88021322 202.97990 0.0000089080405 184.83720 0.0000090082703 188.62520 0.0000091060405 199.96150 0.0000092020223 223.21200 0.00000
Average 199.92316 0.00000
Receptor #143 (239797.10000, 3803098.00000)
Hour ALL ALL88012115 201.53870 0.1917389061708 184.26230 0.1946190081603 190.99230 0.0000091021623 196.52480 0.0000092052502 214.63760 0.00000
Average 197.59114 0.07727
Receptor #144 (240047.10000, 3803098.00000)
Hour ALL ALL88012115 200.48680 0.1909689010514 185.67000 0.4433890103120 191.62310 0.0000091050302 193.87570 0.0000092080302 207.59280 0.00000
Average 195.84968 0.12687
Receptor #145 (240297.10000, 3803098.00000)
24
CA_Calc.txt 2/22/2011
Hour ALL ALL88011301 194.27490 0.0000089010514 184.44720 0.4400490101523 183.84590 0.0000091021623 194.01510 0.0000092080302 198.88890 0.00000
Average 191.09440 0.08801
Receptor #146 (240547.10000, 3803098.00000)
Hour ALL ALL88021803 187.08720 0.0000089122505 185.07690 0.0000090091103 185.99340 0.0000091021623 192.81700 0.0000092011211 195.83250 0.44334
Average 189.36140 0.08867
Receptor #147 (233547.10000, 3803348.00000)
Hour ALL ALL88052924 199.10180 0.0000089082305 194.25790 0.0000090082805 195.30750 0.0000091061205 186.13650 0.0000092011814 195.56300 0.27998
Average 194.07334 0.05600
Receptor #148 (233797.10000, 3803348.00000)
Hour ALL ALL88011804 205.59050 0.0000089103118 200.57290 0.0000090042406 192.68960 0.0000091121808 186.29970 0.0000092011814 193.95080 0.28705
Average 195.82070 0.05741
Receptor #149 (234047.10000, 3803348.00000)
Hour ALL ALL88021814 194.65900 0.2482389111722 190.41820 0.0000090091106 192.82750 0.0000091111407 189.28420 0.0000092010522 190.52660 0.00000
Average 191.54310 0.04965
Receptor #150 (234297.10000, 3803348.00000)
Hour ALL ALL88030811 201.66820 0.3883689010514 193.82100 0.3704690102411 197.86810 0.1759591061205 195.90470 0.0000092112502 190.48650 0.00000
Average 195.94970 0.18695
Receptor #151 (234547.10000, 3803348.00000)
25
CA_Calc.txt 2/22/2011
Hour ALL ALL88072503 203.51170 0.0000089101804 191.48690 0.0000090010513 200.07600 0.3516391111407 197.90700 0.0000092071003 191.47450 0.00000
Average 196.89122 0.07033
Receptor #152 (234797.10000, 3803348.00000)
Hour ALL ALL88072503 203.76280 0.0000089012512 192.58870 0.4153790010513 196.08920 0.3593891111407 197.27330 0.0000092091920 188.08700 0.00000
Average 195.56020 0.15495
Receptor #153 (235047.10000, 3803348.00000)
Hour ALL ALL88012319 210.81330 0.0000089110610 194.71830 0.3545890120919 202.05190 0.0000091111213 202.36860 0.3948992070222 191.00360 0.00000
Average 200.19114 0.14989
Receptor #154 (235297.10000, 3803348.00000)
Hour ALL ALL88100403 217.36920 0.0000089031122 199.89620 0.0000090111118 208.23990 0.0000091061205 204.15830 0.0000092032824 195.71880 0.00000
Average 205.07648 0.00000
Receptor #155 (235547.10000, 3803348.00000)
Hour ALL ALL88113024 219.44950 0.0000089061102 208.55510 0.0000090050106 211.83310 0.0000091071103 205.36400 0.0000092032201 192.90080 0.00000
Average 207.62050 0.00000
Receptor #156 (235797.10000, 3803348.00000)
Hour ALL ALL88100403 225.73050 0.0000089072703 215.96580 0.0000090050106 223.59410 0.0000091050221 205.23040 0.0000092032201 187.51480 0.00000
Average 211.60712 0.00000
Receptor #157 (236047.10000, 3803348.00000)
Hour ALL ALL
26
CA_Calc.txt 2/22/2011
88041622 231.39850 0.0000089071203 219.51290 0.0000090051824 231.81790 0.0000091050222 218.85620 0.0000092071003 177.03490 0.00000
Average 215.72408 0.00000
Receptor #158 (236297.10000, 3803348.00000)
Hour ALL ALL88113024 228.07810 0.0000089071203 210.95950 0.0000090051824 228.68320 0.0000091050222 227.63270 0.0000092011211 176.80760 0.45276
Average 214.43222 0.09055
Receptor #159 (236547.10000, 3803348.00000)
Hour ALL ALL88113024 221.84310 0.0000089071203 199.60530 0.0000090051824 222.35700 0.0000091040601 233.47730 0.0000092030310 180.64760 0.17747
Average 211.58606 0.03549
Receptor #160 (236797.10000, 3803348.00000)
Hour ALL ALL88012319 223.18350 0.0000089120705 203.92380 0.0000090080220 227.06700 0.0000091021022 232.87580 0.0000092081904 181.69410 0.00000
Average 213.74884 0.00000
Receptor #161 (237047.10000, 3803348.00000)
Hour ALL ALL88120805 219.04460 0.0000089021604 200.83170 0.0000090091102 225.17790 0.0000091101718 230.54480 0.0000092011211 182.20770 0.46860
Average 211.56134 0.09372
Receptor #162 (237297.10000, 3803348.00000)
Hour ALL ALL88060205 212.01100 0.0000089072320 202.03830 0.0000090072420 219.95690 0.0000091022511 231.01080 0.1832592011211 183.69870 0.47254
Average 209.74314 0.13116
Receptor #163 (237547.10000, 3803348.00000)
Hour ALL ALL88011805 203.22030 0.00000
27
CA_Calc.txt 2/22/2011
89121324 203.98680 0.0000090121304 226.97810 0.0000091050423 226.79270 0.0000092011211 185.04260 0.47580
Average 209.20410 0.09516
Receptor #164 (237797.10000, 3803348.00000)
Hour ALL ALL88072424 194.19070 0.0000089010514 192.38060 0.4798390081404 229.28180 0.0000091053001 222.13130 0.0000092011211 186.25600 0.47871
Average 204.84808 0.19171
Receptor #165 (238047.10000, 3803348.00000)
Hour ALL ALL88072424 181.50140 0.0000089080405 191.73630 0.0000090121004 229.46650 0.0000091053001 212.24830 0.0000092011211 187.33180 0.48062
Average 200.45686 0.09612
Receptor #166 (238297.10000, 3803348.00000)
Hour ALL ALL88120606 184.67820 0.0000089010514 191.35150 0.4840390051201 219.23060 0.0000091071521 213.12950 0.0000092011211 188.26770 0.48116
Average 199.33150 0.19304
Receptor #167 (238547.10000, 3803348.00000)
Hour ALL ALL88120606 191.40390 0.0000089010514 190.71320 0.4841790121004 216.10630 0.0000091031821 212.51820 0.0000092040607 192.94830 0.00000
Average 200.73798 0.09683
Receptor #168 (238797.10000, 3803348.00000)
Hour ALL ALL88120606 197.13640 0.0000089010514 189.99280 0.4823590121004 207.64230 0.0000091022511 212.72690 0.1727792040607 200.48760 0.00000
Average 201.59720 0.13102
Receptor #169 (239047.10000, 3803348.00000)
Hour ALL ALL88121102 197.68410 0.0000089010514 189.22190 0.48122
28
CA_Calc.txt 2/22/2011
90011701 199.76950 0.0000091022511 209.42260 0.1743492103005 206.04670 0.00000
Average 200.42896 0.13111
Receptor #170 (239297.10000, 3803348.00000)
Hour ALL ALL88053024 190.54300 0.0000089010514 188.37010 0.4774690012306 190.66390 0.0000091112305 206.22580 0.0000092103005 211.29920 0.00000
Average 197.42040 0.09549
Receptor #171 (239547.10000, 3803348.00000)
Hour ALL ALL88082024 192.12130 0.0000089010514 187.46530 0.4735790121308 185.74710 0.0000091112305 208.78200 0.0000092103005 215.17450 0.00000
Average 197.85804 0.09471
Receptor #172 (239797.10000, 3803348.00000)
Hour ALL ALL88082024 196.64890 0.0000089010514 186.50130 0.4685890080220 185.92080 0.0000091050423 203.74620 0.0000092103005 217.57840 0.00000
Average 198.07912 0.09372
Receptor #173 (240047.10000, 3803348.00000)
Hour ALL ALL88110207 192.44830 0.0000089061708 186.60100 0.1931190121308 186.21710 0.0000091123008 203.76390 0.0000092033101 218.80850 0.00000
Average 197.56776 0.03862
Receptor #174 (240297.10000, 3803348.00000)
Hour ALL ALL88110207 185.19990 0.0000089101805 184.42270 0.0000090121308 184.10250 0.0000091123008 198.70320 0.0000092033101 211.28570 0.00000
Average 192.74280 0.00000
Receptor #175 (241047.10000, 3803348.00000)
Hour ALL ALL88053003 193.75090 0.0000089010514 180.93390 0.4292490082703 177.98360 0.00000
29
CA_Calc.txt 2/22/2011
91060405 188.49210 0.0000092052502 208.99240 0.00000
Average 190.03058 0.08585
Receptor #176 (233547.10000, 3803598.00000)
Hour ALL ALL88072501 196.94500 0.0000089111924 212.04830 0.0000090112008 199.58830 0.0000091030512 183.67310 0.1485492122002 204.50900 0.00000
Average 199.35274 0.02971
Receptor #177 (233797.10000, 3803598.00000)
Hour ALL ALL88021402 199.23600 0.0000089080324 200.66930 0.0000090082722 195.15940 0.0000091011719 189.73800 0.0000092091920 199.17160 0.00000
Average 196.79486 0.00000
Receptor #178 (234047.10000, 3803598.00000)
Hour ALL ALL88011803 199.54460 0.0000089080324 195.90630 0.0000090012013 195.03670 0.1407191121808 185.83510 0.0000092091920 200.21220 0.00000
Average 195.30698 0.02814
Receptor #179 (234297.10000, 3803598.00000)
Hour ALL ALL88010122 194.59740 0.0000089040920 189.33020 0.0000090082805 193.94900 0.0000091121808 185.76200 0.0000092102804 194.33710 0.00000
Average 191.59514 0.00000
Receptor #180 (234547.10000, 3803598.00000)
Hour ALL ALL88011804 198.11890 0.0000089061102 191.20320 0.0000090102411 192.33220 0.1846491040106 187.94950 0.0000092071003 193.40010 0.00000
Average 192.60078 0.03693
Receptor #181 (234797.10000, 3803598.00000)
Hour ALL ALL88010122 197.15970 0.0000089012512 189.61080 0.4275290011606 191.46500 0.0000091120711 190.17830 0.14880
30
CA_Calc.txt 2/22/2011
92032201 188.61870 0.00000
Average 191.40650 0.11526
Receptor #182 (235047.10000, 3803598.00000)
Hour ALL ALL88010122 199.08290 0.0000089012512 189.89890 0.4405390082903 195.73650 0.0000091111407 194.82430 0.0000092032201 190.83740 0.00000
Average 194.07600 0.08811
Receptor #183 (235297.10000, 3803598.00000)
Hour ALL ALL88072503 204.91100 0.0000089040920 192.00120 0.0000090011606 201.90040 0.0000091111407 200.53380 0.0000092032201 194.56930 0.00000
Average 198.78314 0.00000
Receptor #184 (235547.10000, 3803598.00000)
Hour ALL ALL88051524 205.20690 0.0000089120705 192.07230 0.0000090011606 203.67420 0.0000091120711 199.44390 0.1570392082703 194.75330 0.00000
Average 199.03012 0.03141
Receptor #185 (235797.10000, 3803598.00000)
Hour ALL ALL88012319 215.25430 0.0000089101804 194.42540 0.0000090051824 207.13090 0.0000091060221 201.33210 0.0000092082703 194.22980 0.00000
Average 202.47450 0.00000
Receptor #186 (236047.10000, 3803598.00000)
Hour ALL ALL88100403 217.75550 0.0000089031122 198.46620 0.0000090111118 210.83020 0.0000091120711 201.19960 0.1597292082703 192.30090 0.00000
Average 204.11048 0.03194
Receptor #187 (236297.10000, 3803598.00000)
Hour ALL ALL88072503 221.96990 0.0000089031122 208.53550 0.0000090050106 210.27480 0.0000091120711 201.72690 0.1623892032201 190.18580 0.00000
31
CA_Calc.txt 2/22/2011
Average 206.53858 0.03248
Receptor #188 (236547.10000, 3803598.00000)
Hour ALL ALL88011805 221.19270 0.0000089120705 214.41030 0.0000090031406 218.19660 0.0000091040106 200.99700 0.0000092032824 181.46950 0.00000
Average 207.25322 0.00000
Receptor #189 (236797.10000, 3803598.00000)
Hour ALL ALL88113024 225.35510 0.0000089121418 210.63530 0.0000090031406 223.76150 0.0000091050222 207.29480 0.0000092052405 178.99470 0.00000
Average 209.20828 0.00000
Receptor #190 (237047.10000, 3803598.00000)
Hour ALL ALL88121519 224.47560 0.0000089071203 205.55730 0.0000090051824 224.09300 0.0000091050222 216.78190 0.0000092030310 180.38980 0.14845
Average 210.25952 0.02969
Receptor #191 (237297.10000, 3803598.00000)
Hour ALL ALL88113024 218.21440 0.0000089071203 195.50120 0.0000090051824 218.39320 0.0000091050222 223.33970 0.0000092030310 181.32560 0.14375
Average 207.35482 0.02875
Receptor #192 (237547.10000, 3803598.00000)
Hour ALL ALL88053024 210.61230 0.0000089010514 190.36390 0.4968190111917 213.68540 0.0000091040601 225.91410 0.0000092073102 180.71180 0.00000
Average 204.25750 0.09936
Receptor #193 (237797.10000, 3803598.00000)
Hour ALL ALL88121102 214.46190 0.0000089120705 191.78160 0.0000090082905 218.08290 0.0000091021022 220.06030 0.0000092122324 172.04020 0.00000
32
CA_Calc.txt 2/22/2011
Average 203.28538 0.00000
Receptor #194 (238047.10000, 3803598.00000)
Hour ALL ALL88120805 206.33130 0.0000089010514 189.93060 0.5038790111917 213.83590 0.0000091101718 222.54770 0.0000092051323 175.94610 0.00000
Average 201.71832 0.10077
Receptor #195 (238297.10000, 3803598.00000)
Hour ALL ALL88060205 201.16020 0.0000089072320 191.32680 0.0000090111917 211.49660 0.0000091022511 221.39080 0.1376392011211 182.27550 0.49379
Average 201.52998 0.12628
Receptor #196 (238547.10000, 3803598.00000)
Hour ALL ALL88041622 194.42700 0.0000089122505 192.33330 0.0000090072420 215.67280 0.0000091050423 214.03690 0.0000092011211 183.39200 0.49384
Average 199.97240 0.09877
Receptor #197 (238797.10000, 3803598.00000)
Hour ALL ALL88080708 187.45270 0.0509189031122 183.81660 0.0000090081404 216.54690 0.0000091053001 212.74810 0.0000092070222 185.11320 0.00000
Average 197.13550 0.01018
Receptor #198 (239047.10000, 3803598.00000)
Hour ALL ALL88080708 183.75050 0.0521589080405 181.17650 0.0000090081404 218.88040 0.0000091053001 204.27230 0.0000092011211 185.32610 0.49271
Average 194.68116 0.10897
Receptor #199 (239297.10000, 3803598.00000)
Hour ALL ALL88120224 177.24160 0.0000089080405 183.62770 0.0000090051201 213.21810 0.0000091071521 199.87150 0.0000092011211 186.13070 0.49078
Average 192.01792 0.09816
33
CA_Calc.txt 2/22/2011
Receptor #200 (239547.10000, 3803598.00000)
Hour ALL ALL88120606 176.85150 0.0000089080405 185.25340 0.0000090090806 205.15930 0.0000091041101 201.24510 0.0000092011211 186.84300 0.48822
Average 191.07046 0.09764
Receptor #201 (239797.10000, 3803598.00000)
Hour ALL ALL88120606 182.60100 0.0000089061708 184.89770 0.1898190121004 202.06160 0.0000091031821 201.46270 0.0000092011211 187.53210 0.48784
Average 191.71102 0.13553
Receptor #202 (240047.10000, 3803598.00000)
Hour ALL ALL88120606 187.13180 0.0000089080405 185.25540 0.0000090121004 194.70610 0.0000091022511 200.02490 0.1773592040607 189.03920 0.00000
Average 191.23148 0.03547
Receptor #203 (240297.10000, 3803598.00000)
Hour ALL ALL88121102 186.36840 0.0000089080405 184.30220 0.0000090121004 187.27880 0.0000091022511 196.88710 0.1833792103005 192.17110 0.00000
Average 189.40152 0.03667
Receptor #204 (241047.10000, 3803598.00000)
Hour ALL ALL88082024 185.51180 0.0000089042408 184.16370 0.0989790082803 177.68800 0.0000091111223 193.06560 0.0000092103005 204.33760 0.00000
Average 188.95334 0.01979
Receptor #205 (233547.10000, 3803848.00000)
Hour ALL ALL88031321 197.28000 0.0000089122117 204.63440 0.0000090111119 202.12900 0.0000091011719 185.61510 0.0000092123014 189.86240 0.08713
Average 195.90418 0.01743
34
CA_Calc.txt 2/22/2011
Receptor #206 (233797.10000, 3803848.00000)
Hour ALL ALL88120806 210.48650 0.0000089122508 208.39250 0.0000090012013 197.26700 0.1388991012321 184.29800 0.0000092011814 191.67930 0.29711
Average 198.42466 0.08720
Receptor #207 (234047.10000, 3803848.00000)
Hour ALL ALL88030810 195.49250 0.2888689110610 216.54570 0.3429490010513 197.20920 0.3493591022710 186.12970 0.1356092080424 196.44500 0.00000
Average 198.36442 0.22335
Receptor #208 (234297.10000, 3803848.00000)
Hour ALL ALL88030810 201.20980 0.2873889111924 203.71080 0.0000090010513 197.32840 0.3593691011719 189.67590 0.0000092082703 199.94690 0.00000
Average 198.37436 0.12935
Receptor #209 (234547.10000, 3803848.00000)
Hour ALL ALL88072501 195.52340 0.0000089122117 195.26670 0.0000090061908 194.09230 0.3952491041802 187.05420 0.0000092091920 192.15950 0.00000
Average 192.81922 0.07905
Receptor #210 (234797.10000, 3803848.00000)
Hour ALL ALL88072501 192.85840 0.0000089080324 192.70650 0.0000090082805 191.69930 0.0000091010615 186.22690 0.2871692071003 193.08430 0.00000
Average 191.31508 0.05743
Receptor #211 (235047.10000, 3803848.00000)
Hour ALL ALL88010122 190.97960 0.0000089040920 188.38120 0.0000090042406 193.42900 0.0000091011820 187.50300 0.0000092032824 193.00460 0.00000
Average 190.65948 0.00000
Receptor #212 (235297.10000, 3803848.00000)
35
CA_Calc.txt 2/22/2011
Hour ALL ALL88010122 196.50500 0.0000089061102 195.59050 0.0000090010513 193.78000 0.3954391121808 191.85460 0.0000092032201 194.96560 0.00000
Average 194.53914 0.07909
Receptor #213 (235547.10000, 3803848.00000)
Hour ALL ALL88010122 198.32580 0.0000089110102 191.17170 0.0000090112504 195.52060 0.0000091121808 193.17360 0.0000092010522 189.77120 0.00000
Average 193.59258 0.00000
Receptor #214 (235797.10000, 3803848.00000)
Hour ALL ALL88072503 197.45260 0.0000089122701 190.03980 0.0000090112504 197.04950 0.0000091061205 196.79660 0.0000092122324 194.79210 0.00000
Average 195.22612 0.00000
Receptor #215 (236047.10000, 3803848.00000)
Hour ALL ALL88010122 202.83630 0.0000089122701 191.03070 0.0000090011704 200.56390 0.0000091120711 197.21860 0.1638792091920 196.97390 0.00000
Average 197.72468 0.03277
Receptor #216 (236297.10000, 3803848.00000)
Hour ALL ALL88051524 207.52090 0.0000089122701 192.86930 0.0000090011606 205.84300 0.0000091050301 197.52480 0.0000092091920 195.72800 0.00000
Average 199.89720 0.00000
Receptor #217 (236547.10000, 3803848.00000)
Hour ALL ALL88012319 212.14730 0.0000089101804 193.55250 0.0000090011606 206.94130 0.0000091050301 195.64010 0.0000092082703 194.16150 0.00000
Average 200.48854 0.00000
Receptor #218 (236797.10000, 3803848.00000)
36
CA_Calc.txt 2/22/2011
Hour ALL ALL88011804 214.30460 0.0000089031122 192.13980 0.0000090111118 207.42050 0.0000091111407 197.84740 0.0000092032824 191.29220 0.00000
Average 200.60090 0.00000
Receptor #219 (237047.10000, 3803848.00000)
Hour ALL ALL88100403 215.91210 0.0000089031122 201.51330 0.0000090050106 202.75120 0.0000091120711 199.37890 0.1727792082703 185.09900 0.00000
Average 200.93090 0.03455
Receptor #220 (237297.10000, 3803848.00000)
Hour ALL ALL88072503 215.10920 0.0000089120705 207.49240 0.0000090031406 209.45390 0.0000091040106 196.55400 0.0000092030310 177.18430 0.13215
Average 201.15876 0.02643
Receptor #221 (237547.10000, 3803848.00000)
Hour ALL ALL88072424 217.79160 0.0000089052203 205.10610 0.0000090031406 215.09530 0.0000091053001 197.92820 0.0000092113010 176.94790 0.04679
Average 202.57382 0.00936
Receptor #222 (237797.10000, 3803848.00000)
Hour ALL ALL88100403 218.08010 0.0000089103118 201.25270 0.0000090051824 217.82290 0.0000091050222 204.42230 0.0000092052405 176.74810 0.00000
Average 203.66522 0.00000
Receptor #223 (238047.10000, 3803848.00000)
Hour ALL ALL88100403 213.67330 0.0000089103118 192.37500 0.0000090051824 213.22130 0.0000091050222 210.98560 0.0000092030310 179.93690 0.12437
Average 202.03842 0.02487
Receptor #224 (238297.10000, 3803848.00000)
Hour ALL ALL
37
CA_Calc.txt 2/22/2011
88100403 206.97900 0.0000089010514 187.45420 0.5293090051824 206.53430 0.0000091040601 214.80940 0.0000092112502 180.36000 0.00000
Average 199.22738 0.10586
Receptor #225 (238547.10000, 3803848.00000)
Hour ALL ALL88053024 202.73190 0.0000089052503 184.69450 0.0000090111917 207.80600 0.0000091040601 217.41790 0.0000092122324 171.01370 0.00000
Average 196.73280 0.00000
Receptor #226 (238797.10000, 3803848.00000)
Hour ALL ALL88060205 205.69180 0.0000089010514 186.90360 0.5295190121004 206.84590 0.0000091101718 212.38740 0.0000092081511 169.66400 0.11996
Average 196.29854 0.12989
Receptor #227 (239047.10000, 3803848.00000)
Hour ALL ALL88012115 197.09050 0.1990889101805 186.24570 0.0000090050106 204.58560 0.0000091101718 214.60930 0.0000092030120 171.15300 0.00000
Average 194.73682 0.03982
Receptor #228 (239297.10000, 3803848.00000)
Hour ALL ALL88110207 194.17860 0.0000089121418 185.31160 0.0000090111917 204.40370 0.0000091022511 212.07150 0.1122292072303 175.52520 0.00000
Average 194.29812 0.02244
Receptor #229 (239547.10000, 3803848.00000)
Hour ALL ALL88041622 186.87100 0.0000089010514 185.48200 0.5213290072420 204.69560 0.0000091032007 205.38450 0.0000092052502 181.05780 0.00000
Average 192.69818 0.10426
Receptor #230 (239797.10000, 3803848.00000)
Hour ALL ALL88041622 178.20110 0.00000
38
CA_Calc.txt 2/22/2011
89010514 184.86440 0.5166590081404 204.82460 0.0000091053001 204.29350 0.0000092030310 180.64230 0.13337
Average 190.56518 0.13000
Receptor #231 (240047.10000, 3803848.00000)
Hour ALL ALL88080708 174.11130 0.0537089010514 184.16580 0.5079390081404 207.32150 0.0000091053001 197.39520 0.0000092033101 183.12670 0.00000
Average 189.22410 0.11233
Receptor #232 (233547.10000, 3804098.00000)
Hour ALL ALL88120607 202.41280 0.0000089111924 199.76180 0.0000090082423 202.75900 0.0000091071808 185.93160 0.3386092011121 197.87610 0.00000
Average 197.74826 0.06772
Receptor #233 (233797.10000, 3804098.00000)
Hour ALL ALL88120607 198.35820 0.0000089122621 198.20270 0.0000090061908 212.07560 0.3718691071808 187.01390 0.3503392032823 195.18330 0.00000
Average 198.16674 0.14444
Receptor #234 (234047.10000, 3804098.00000)
Hour ALL ALL88021321 201.74880 0.0000089110101 200.50390 0.0000090120608 206.16100 0.0000091022710 181.96410 0.1376192011814 189.02240 0.31391
Average 195.88004 0.09030
Receptor #235 (234297.10000, 3804098.00000)
Hour ALL ALL88072721 195.55800 0.0000089122701 194.75970 0.0000090050802 192.84710 0.0000091040705 185.77930 0.0000092081805 189.31340 0.00000
Average 191.65150 0.00000
Receptor #236 (234547.10000, 3804098.00000)
Hour ALL ALL88120806 194.26530 0.0000089111722 202.12700 0.00000
39
CA_Calc.txt 2/22/2011
90082722 190.67860 0.0000091071808 183.93390 0.3837092123014 190.80310 0.09367
Average 192.36158 0.09547
Receptor #237 (234797.10000, 3804098.00000)
Hour ALL ALL88051524 189.79780 0.0000089111924 202.57170 0.0000090082722 190.88600 0.0000091011719 185.33360 0.0000092080424 189.39910 0.00000
Average 191.59764 0.00000
Receptor #238 (235047.10000, 3804098.00000)
Hour ALL ALL88021212 191.93310 0.0925389080324 194.75190 0.0000090061908 190.90920 0.4102591011719 188.22330 0.0000092102802 189.78460 0.00000
Average 191.12042 0.10056
Receptor #239 (235297.10000, 3804098.00000)
Hour ALL ALL88011803 192.68720 0.0000089101804 190.90030 0.0000090082805 189.03100 0.0000091041802 186.32390 0.0000092091920 191.00020 0.00000
Average 189.98852 0.00000
Receptor #240 (235547.10000, 3804098.00000)
Hour ALL ALL88072501 194.38460 0.0000089052203 188.63200 0.0000090010513 191.74840 0.4199091120711 187.36450 0.1617092042224 190.79550 0.00000
Average 190.58500 0.11632
Receptor #241 (235797.10000, 3804098.00000)
Hour ALL ALL88072501 192.45150 0.0000089040920 187.83110 0.0000090082623 193.18190 0.0000091011820 188.83090 0.0000092032201 193.24220 0.00000
Average 191.10752 0.00000
Receptor #242 (236047.10000, 3804098.00000)
Hour ALL ALL88042310 192.35610 0.1402589052503 190.40380 0.0000090011410 195.46160 0.12583
40
CA_Calc.txt 2/22/2011
91040106 190.78660 0.0000092042224 190.80330 0.00000
Average 191.96228 0.05322
Receptor #243 (236297.10000, 3804098.00000)
Hour ALL ALL88042310 195.07610 0.1425289080324 190.38300 0.0000090042406 197.89500 0.0000091120711 193.80870 0.1701392042224 190.55420 0.00000
Average 193.54340 0.06253
Receptor #244 (236547.10000, 3804098.00000)
Hour ALL ALL88011804 197.85170 0.0000089040920 192.53550 0.0000090112504 198.74860 0.0000091061205 194.89010 0.0000092122324 193.30540 0.00000
Average 195.46626 0.00000
Receptor #245 (236797.10000, 3804098.00000)
Hour ALL ALL88021212 202.07530 0.0901189122701 192.18230 0.0000090082805 200.13370 0.0000091121808 195.48080 0.0000092082703 197.48750 0.00000
Average 197.47192 0.01802
Receptor #246 (237047.10000, 3804098.00000)
Hour ALL ALL88010122 202.66650 0.0000089021604 191.29170 0.0000090061504 202.24620 0.0000091050301 196.36540 0.0000092082703 195.52460 0.00000
Average 197.61888 0.00000
Receptor #247 (237297.10000, 3804098.00000)
Hour ALL ALL88012319 207.31370 0.0000089101804 191.77780 0.0000090011410 206.43080 0.1285691050301 193.34660 0.0000092032201 192.88030 0.00000
Average 198.34984 0.02571
Receptor #248 (237547.10000, 3804098.00000)
Hour ALL ALL88011804 210.50840 0.0000089101804 186.64910 0.0000090120919 205.23260 0.0000091111407 193.78390 0.00000
41
CA_Calc.txt 2/22/2011
92032824 187.30960 0.00000
Average 196.69672 0.00000
Receptor #249 (237797.10000, 3804098.00000)
Hour ALL ALL88011804 210.21050 0.0000089031122 193.89400 0.0000090011410 204.14660 0.1282791060105 194.11970 0.0000092071003 180.59620 0.00000
Average 196.59340 0.02565
Receptor #250 (238047.10000, 3804098.00000)
Hour ALL ALL88072503 210.10510 0.0000089121324 199.46780 0.0000090050106 201.92860 0.0000091040106 191.52460 0.0000092082703 172.37770 0.00000
Average 195.08076 0.00000
Receptor #251 (238297.10000, 3804098.00000)
Hour ALL ALL88072424 209.38360 0.0000089052203 201.50810 0.0000090031406 206.86090 0.0000091062008 192.75400 0.0745392011211 168.80860 0.51321
Average 195.86304 0.11755
Receptor #252 (238547.10000, 3804098.00000)
Hour ALL ALL88011805 212.94190 0.0000089121418 197.69290 0.0000090031406 210.57120 0.0000091120711 194.65950 0.1835892011211 170.39400 0.51333
Average 197.25190 0.13938
Receptor #253 (238797.10000, 3804098.00000)
Hour ALL ALL88052924 208.65930 0.0000089103118 191.32750 0.0000090051824 208.83710 0.0000091050222 200.49900 0.0000092052405 173.94110 0.00000
Average 196.65280 0.00000
Receptor #254 (239047.10000, 3804098.00000)
Hour ALL ALL88100403 205.40110 0.0000089010514 184.65260 0.5552790051824 203.35290 0.0000091050222 205.82430 0.0000092030310 178.45370 0.11651
42
CA_Calc.txt 2/22/2011
Average 195.53692 0.13436
Receptor #255 (239297.10000, 3804098.00000)
Hour ALL ALL88100403 198.27460 0.0000089010514 184.35610 0.5497090080220 199.30620 0.0000091040601 208.10650 0.0000092041008 173.72200 0.02456
Average 192.75308 0.11485
Receptor #256 (239547.10000, 3804098.00000)
Hour ALL ALL88053024 196.57410 0.0000089120705 180.41690 0.0000090111917 200.78720 0.0000091021022 208.14120 0.0000092102804 174.74660 0.00000
Average 192.13320 0.00000
Receptor #257 (239797.10000, 3804098.00000)
Hour ALL ALL88060205 196.94120 0.0000089111105 182.94610 0.0000090121004 199.42390 0.0000091101718 204.64510 0.0000092081511 170.43450 0.12124
Average 190.87816 0.02425
Receptor #258 (240047.10000, 3804098.00000)
Hour ALL ALL88060205 191.31640 0.0000089010514 183.01670 0.5266090050106 196.10340 0.0000091022511 206.11990 0.1127292080408 172.42670 0.11424
Average 189.79662 0.15071
Receptor #259 (240297.10000, 3804098.00000)
Hour ALL ALL88110207 186.16570 0.0000089010514 182.40630 0.5129890111917 197.26940 0.0000091022511 203.25810 0.1282192080408 175.94420 0.11619
Average 189.00874 0.15148
Receptor #260 (233547.10000, 3804348.00000)
Hour ALL ALL88071505 197.46290 0.0000089052504 207.53090 0.0000090121212 201.98380 0.3607891071808 187.61710 0.3486492052404 195.26270 0.00000
43
CA_Calc.txt 2/22/2011
Average 197.97148 0.14188
Receptor #261 (233797.10000, 3804348.00000)
Hour ALL ALL88110206 205.52780 0.0000089052504 208.92720 0.0000090121212 200.03830 0.3693991030512 182.33400 0.1600992102805 195.99860 0.00000
Average 198.56518 0.10590
Receptor #262 (234047.10000, 3804348.00000)
Hour ALL ALL88030810 198.66760 0.2854489080622 196.81670 0.0000090012621 204.10090 0.0000091022623 186.13310 0.0000092102802 194.33210 0.00000
Average 196.01008 0.05709
Receptor #263 (234297.10000, 3804348.00000)
Hour ALL ALL88072721 200.25100 0.0000089122621 198.25010 0.0000090112008 202.30100 0.0000091022710 184.49090 0.1422792032823 194.19030 0.00000
Average 195.89666 0.02845
Receptor #264 (234547.10000, 3804348.00000)
Hour ALL ALL88072721 196.70740 0.0000089072206 190.17270 0.0000090042404 203.38680 0.0000091022710 188.01930 0.1447992011814 186.25340 0.33921
Average 192.90792 0.09680
Receptor #265 (234797.10000, 3804348.00000)
Hour ALL ALL88072721 195.99860 0.0000089122117 191.36470 0.0000090010513 191.22390 0.3943591010615 187.97230 0.2971292011814 186.05360 0.34577
Average 190.52262 0.20745
Receptor #266 (235047.10000, 3804348.00000)
Hour ALL ALL88120603 192.46240 0.0000089110102 191.69730 0.0000090082722 191.06320 0.0000091010615 185.70800 0.3060892081805 187.11820 0.00000
Average 189.60982 0.06122
44
CA_Calc.txt 2/22/2011
Receptor #267 (235297.10000, 3804348.00000)
Hour ALL ALL88021814 189.07990 0.3016989111722 200.80060 0.0000090011604 190.04820 0.0000091010615 182.87020 0.3149292123014 190.30530 0.09657
Average 190.62084 0.14264
Receptor #268 (235547.10000, 3804348.00000)
Hour ALL ALL88072501 190.02040 0.0000089041806 193.61490 0.0000090090606 188.71330 0.0000091071103 185.94050 0.0000092123014 186.31610 0.09724
Average 188.92104 0.01945
Receptor #269 (235797.10000, 3804348.00000)
Hour ALL ALL88072501 193.40260 0.0000089122117 191.71950 0.0000090012013 189.10060 0.1628191011719 186.52330 0.0000092062410 187.65770 0.21938
Average 189.68074 0.07644
Receptor #270 (236047.10000, 3804348.00000)
Hour ALL ALL88021321 194.26310 0.0000089101804 188.30670 0.0000090010513 187.91210 0.4593691120711 185.71050 0.1708992091920 188.39300 0.00000
Average 188.91708 0.12605
Receptor #271 (236297.10000, 3804348.00000)
Hour ALL ALL88053002 191.24040 0.0000089052203 186.41560 0.0000090042406 190.01490 0.0000091091103 186.25420 0.0000092042224 190.56090 0.00000
Average 188.89720 0.00000
Receptor #272 (236547.10000, 3804348.00000)
Hour ALL ALL88080708 192.47500 0.0458689110610 185.34100 0.3760490042406 191.11180 0.0000091062008 187.69740 0.1096992032201 190.53450 0.00000
Average 189.43194 0.10632
45
CA_Calc.txt 2/22/2011
Receptor #273 (236797.10000, 3804348.00000)
Hour ALL ALL88042310 193.88520 0.1561089082305 188.25090 0.0000090112504 194.36590 0.0000091062008 189.49990 0.0951592042224 190.85470 0.00000
Average 191.37132 0.05025
Receptor #274 (237047.10000, 3804348.00000)
Hour ALL ALL88010122 193.51710 0.0000089111722 190.98440 0.0000090112504 198.17840 0.0000091022710 190.18380 0.1635692010522 191.09380 0.00000
Average 192.79150 0.03271
Receptor #275 (237297.10000, 3804348.00000)
Hour ALL ALL88010122 197.06860 0.0000089040920 191.45140 0.0000090042406 198.68020 0.0000091062008 192.46420 0.0738192122324 190.96200 0.00000
Average 194.12528 0.01476
Receptor #276 (237547.10000, 3804348.00000)
Hour ALL ALL88072503 199.55990 0.0000089040920 190.51270 0.0000090082805 198.99410 0.0000091121808 193.56660 0.0000092091920 195.23890 0.00000
Average 195.57444 0.00000
Receptor #277 (237797.10000, 3804348.00000)
Hour ALL ALL88011804 201.39010 0.0000089040920 189.12400 0.0000090082723 195.40120 0.0000091050301 194.00150 0.0000092032201 193.39080 0.00000
Average 194.66152 0.00000
Receptor #278 (238047.10000, 3804348.00000)
Hour ALL ALL88051524 203.63380 0.0000089120705 188.39080 0.0000090011704 203.66200 0.0000091061205 191.43370 0.0000092032824 189.31160 0.00000
Average 195.28638 0.00000
Receptor #279 (238297.10000, 3804348.00000)
46
CA_Calc.txt 2/22/2011
Hour ALL ALL88011804 206.12520 0.0000089101804 183.60620 0.0000090111118 199.93550 0.0000091060221 191.31140 0.0000092091920 182.91570 0.00000
Average 192.77880 0.00000
Receptor #280 (238547.10000, 3804348.00000)
Hour ALL ALL88011804 206.35360 0.0000089031122 187.08710 0.0000090011410 198.21190 0.1288391042408 193.71940 0.1200592071003 176.37080 0.00000
Average 192.34856 0.04978
Receptor #281 (238797.10000, 3804348.00000)
Hour ALL ALL88072503 206.42260 0.0000089121324 192.61010 0.0000090011410 195.14010 0.1289291120711 193.09630 0.1890992030310 174.32010 0.10866
Average 192.31784 0.08533
Receptor #282 (239047.10000, 3804348.00000)
Hour ALL ALL88072424 202.02170 0.0000089120705 196.87650 0.0000090031406 199.70890 0.0000091062008 191.12930 0.0583192030310 174.96180 0.10918
Average 192.93964 0.03350
Receptor #283 (239297.10000, 3804348.00000)
Hour ALL ALL88072424 206.16070 0.0000089121418 191.71990 0.0000090031406 203.59820 0.0000091042408 189.20590 0.1237892030310 175.52080 0.11079
Average 193.24110 0.04691
Receptor #284 (239547.10000, 3804348.00000)
Hour ALL ALL88100403 206.81830 0.0000089103118 190.45210 0.0000090120919 204.29810 0.0000091050222 191.67760 0.0000092030310 175.93520 0.11288
Average 193.83626 0.02258
Receptor #285 (239797.10000, 3804348.00000)
47
CA_Calc.txt 2/22/2011
Hour ALL ALL88122319 201.77920 0.0000089061708 183.81980 0.1216190051824 200.21650 0.0000091050222 196.79440 0.0000092030310 176.21860 0.11553
Average 191.76570 0.04743
Receptor #286 (240047.10000, 3804348.00000)
Hour ALL ALL88060205 200.78740 0.0000089120705 184.33940 0.0000090051824 194.39560 0.0000091050222 200.68440 0.0000092011211 172.02570 0.51004
Average 190.44650 0.10201
Receptor #287 (240297.10000, 3804348.00000)
Hour ALL ALL88060205 198.02150 0.0000089120705 178.86220 0.0000090080220 193.88060 0.0000091040601 202.02730 0.0000092042301 174.49850 0.00000
Average 189.45802 0.00000
Receptor #288 (233547.10000, 3804598.00000)
Hour ALL ALL88071505 192.75290 0.0000089031822 202.70380 0.0000090011711 202.47520 0.3678491111621 190.47840 0.0000092030205 197.50270 0.00000
Average 197.18260 0.07357
Receptor #289 (233797.10000, 3804598.00000)
Hour ALL ALL88080802 194.94770 0.0000089050609 198.77250 0.1715090121212 199.21960 0.3777891071808 191.60410 0.3639292071004 198.19420 0.00000
Average 196.54762 0.18264
Receptor #290 (234047.10000, 3804598.00000)
Hour ALL ALL88071606 200.19440 0.0000089110101 200.80140 0.0000090070901 200.76240 0.0000091111213 189.22670 0.3939292011812 196.31020 0.17523
Average 197.45902 0.11383
Receptor #291 (234297.10000, 3804598.00000)
Hour ALL ALL
48
CA_Calc.txt 2/22/2011
88053104 196.28990 0.0000089032523 206.66200 0.0000090012621 199.12570 0.0000091022511 180.38900 0.2099692102805 193.78780 0.00000
Average 195.25088 0.04199
Receptor #292 (234547.10000, 3804598.00000)
Hour ALL ALL88030810 206.05840 0.2706789080622 194.45870 0.0000090012621 200.79380 0.0000091080321 185.26970 0.0000092011121 191.48810 0.00000
Average 195.61374 0.05413
Receptor #293 (234797.10000, 3804598.00000)
Hour ALL ALL88072721 197.29380 0.0000089122621 195.32940 0.0000090082423 197.05520 0.0000091010615 188.19450 0.3040892030205 192.52980 0.00000
Average 194.08054 0.06082
Receptor #294 (235047.10000, 3804598.00000)
Hour ALL ALL88072721 197.70730 0.0000089080622 186.20270 0.0000090011702 200.65070 0.0000091010615 186.39720 0.3131892011121 182.90250 0.00000
Average 190.77208 0.06264
Receptor #295 (236047.10000, 3804598.00000)
Hour ALL ALL88011803 195.81030 0.0000089111924 195.24550 0.0000090011604 187.84950 0.0000091071808 180.60330 0.4528492122002 186.66070 0.00000
Average 189.23386 0.09057
Receptor #296 (237297.10000, 3804598.00000)
Hour ALL ALL88042310 190.87800 0.1655789091010 187.11900 0.0962490042406 190.61360 0.0000091111213 187.39800 0.5996092091920 188.95810 0.00000
Average 188.99334 0.17228
Receptor #297 (237547.10000, 3804598.00000)
Hour ALL ALL88072501 192.50650 0.00000
49
CA_Calc.txt 2/22/2011
89082305 189.17680 0.0000090112504 194.99700 0.0000091042408 188.11090 0.1194792042224 190.18970 0.00000
Average 190.99618 0.02389
Receptor #298 (237797.10000, 3804598.00000)
Hour ALL ALL88010122 191.57630 0.0000089040920 189.59380 0.0000090112504 197.11970 0.0000091042408 190.93190 0.1146692010522 190.82560 0.00000
Average 192.00946 0.02293
Receptor #299 (238047.10000, 3804598.00000)
Hour ALL ALL88010122 195.33290 0.0000089071203 189.53320 0.0000090042406 196.85900 0.0000091120711 192.06010 0.1946592091920 195.50030 0.00000
Average 193.85710 0.03893
Receptor #300 (238297.10000, 3804598.00000)
Hour ALL ALL88010122 197.48170 0.0000089040920 189.07040 0.0000090082805 196.47320 0.0000091111407 192.18300 0.0000092032201 194.36370 0.00000
Average 193.91440 0.00000
Receptor #301 (238547.10000, 3804598.00000)
Hour ALL ALL88010122 198.27930 0.0000089040920 186.70700 0.0000090082805 192.39330 0.0000091050301 191.33440 0.0000092032824 190.88010 0.00000
Average 191.91882 0.00000
Receptor #302 (238797.10000, 3804598.00000)
Hour ALL ALL88051524 199.93840 0.0000089120705 183.98040 0.0000090061504 197.12150 0.0000091111407 190.07380 0.0000092032824 185.70000 0.00000
Average 191.36282 0.00000
Receptor #303 (239047.10000, 3804598.00000)
Hour ALL ALL88011804 201.90000 0.0000089101804 180.15130 0.00000
50
CA_Calc.txt 2/22/2011
90051824 195.79950 0.0000091111407 186.68480 0.0000092071003 180.47470 0.00000
Average 189.00206 0.00000
Receptor #304 (239797.10000, 3804598.00000)
Hour ALL ALL88072503 198.70120 0.0000089121324 191.55510 0.0000090031406 193.16000 0.0000091062008 185.47220 0.0572092042508 175.70360 0.09090
Average 188.91842 0.02962
Receptor #305 (240297.10000, 3804598.00000)
Hour ALL ALL88072424 202.15700 0.0000089121418 187.37850 0.0000090031406 199.58310 0.0000091053001 184.54380 0.0000092030310 173.72020 0.11554
Average 189.47652 0.02311
Receptor #306 (233547.10000, 3804848.00000)
Hour ALL ALL88071606 195.97060 0.0000089111823 201.47810 0.0000090121212 198.43030 0.3725891010615 187.27880 0.2687292072601 194.82540 0.00000
Average 195.59664 0.12826
Receptor #307 (233797.10000, 3804848.00000)
Hour ALL ALL88083004 195.58750 0.0000089032523 205.97200 0.0000090061502 205.95210 0.0000091010615 188.28440 0.2763892072404 194.16130 0.00000
Average 197.99146 0.05528
Receptor #308 (234047.10000, 3804848.00000)
Hour ALL ALL88120607 195.49290 0.0000089121108 203.50090 0.0000090012013 197.28670 0.1488291071402 192.09410 0.0000092081323 196.40170 0.00000
Average 196.95526 0.02976
Receptor #309 (234297.10000, 3804848.00000)
Hour ALL ALL88092503 191.59140 0.0000089050609 193.12220 0.1840190082622 196.95160 0.00000
51
CA_Calc.txt 2/22/2011
91120619 187.71370 0.0000092071004 196.38690 0.00000
Average 193.15316 0.03680
Receptor #310 (234547.10000, 3804848.00000)
Hour ALL ALL88071606 194.94500 0.0000089110101 193.70210 0.0000090070901 195.54670 0.0000091111213 188.35880 0.4273792071004 194.42700 0.00000
Average 193.39592 0.08547
Receptor #311 (234797.10000, 3804848.00000)
Hour ALL ALL88090520 189.67700 0.0000089110101 200.69220 0.0000090012621 191.93630 0.0000091120905 181.34970 0.0000092102805 189.76730 0.00000
Average 190.68450 0.00000
Receptor #312 (235047.10000, 3804848.00000)
Hour ALL ALL88022504 198.99870 0.0000089080622 189.89140 0.0000090012621 195.45920 0.0000091022710 181.14940 0.1534792011121 187.63770 0.00000
Average 190.62728 0.03069
Receptor #313 (235297.10000, 3804848.00000)
Hour ALL ALL88120607 194.11040 0.0000089071205 187.56530 0.0000090012621 193.62810 0.0000091040705 183.76180 0.0000092011121 186.70180 0.00000
Average 189.15348 0.00000
Receptor #314 (233547.10000, 3805098.00000)
Hour ALL ALL88080802 198.16160 0.0000089061022 194.50540 0.0000090082422 196.33690 0.0000091071808 191.13080 0.3653292041121 193.93180 0.00000
Average 194.81330 0.07306
Receptor #315 (233797.10000, 3805098.00000)
Hour ALL ALL88111318 196.54480 0.0000089072906 197.77070 0.0000090011103 193.59410 0.0000091013020 188.33660 0.00000
52
CA_Calc.txt 2/22/2011
92081513 196.29430 0.23105
Average 194.50810 0.04621
Receptor #316 (234047.10000, 3805098.00000)
Hour ALL ALL88030810 195.60720 0.2769089071223 198.56320 0.0000090022002 203.60580 0.0000091010615 186.12500 0.2894292072601 191.91860 0.00000
Average 195.16396 0.11326
Receptor #317 (234297.10000, 3805098.00000)
Hour ALL ALL88110206 195.81300 0.0000089091106 200.57900 0.0000090061502 196.52080 0.0000091010615 186.74350 0.2958092081323 193.60840 0.00000
Average 194.65294 0.05916
Receptor #318 (234547.10000, 3805098.00000)
Hour ALL ALL88071505 191.26120 0.0000089121108 196.05420 0.0000090012013 196.46690 0.1538391111621 188.78900 0.0000092011812 192.78940 0.19004
Average 193.07214 0.06877
Receptor #319 (234797.10000, 3805098.00000)
Hour ALL ALL88092503 184.71230 0.0000089041805 188.71110 0.0000090082622 192.63370 0.0000091111213 185.50920 0.4588792071004 192.07480 0.00000
Average 188.72822 0.09177
Receptor #320 (235047.10000, 3805098.00000)
Hour ALL ALL88071505 189.86490 0.0000089111823 188.56130 0.0000090042404 190.72750 0.0000091010615 185.86160 0.3327192062410 190.80350 0.22040
Average 189.16376 0.11062
Receptor #321 (233547.10000, 3805348.00000)
Hour ALL ALL88012407 191.47890 0.0000089021606 192.69360 0.0000090011608 211.84090 0.0000091060302 185.82050 0.0000092060603 194.27540 0.00000
53
CA_Calc.txt 2/22/2011
Average 195.22186 0.00000
Receptor #322 (233797.10000, 3805348.00000)
Hour ALL ALL88083004 195.18500 0.0000089082009 190.11260 0.4008290032406 196.16100 0.0000091010615 181.78120 0.2862092041003 191.37060 0.00000
Average 190.92208 0.13740
Receptor #323 (234047.10000, 3805348.00000)
Hour ALL ALL88120803 194.62220 0.0000089121108 193.68790 0.0000090011703 199.06920 0.0000091100320 195.72730 0.0000092123014 192.21190 0.09500
Average 195.06370 0.01900
Receptor #324 (234297.10000, 3805348.00000)
Hour ALL ALL88030810 193.77860 0.2665289072906 193.18640 0.0000090011103 190.48590 0.0000091010615 184.05110 0.3030492091823 194.00000 0.00000
Average 191.10040 0.11391
Receptor #325 (234547.10000, 3805348.00000)
Hour ALL ALL88030810 195.25300 0.2583889071223 195.38170 0.0000090022002 198.74980 0.0000091053003 180.87510 0.0000092052423 187.94040 0.00000
Average 191.64000 0.05168
Receptor #326 (234797.10000, 3805348.00000)
Hour ALL ALL88050522 189.58040 0.0000089091106 194.94070 0.0000090012013 194.11680 0.1619191010615 184.87790 0.3254092081323 188.16880 0.00000
Average 190.33692 0.09746
Receptor #327 (233547.10000, 3805598.00000)
Hour ALL ALL88072521 198.82080 0.0000089112512 195.84870 0.1468490011703 203.67790 0.0000091061204 178.02070 0.0000092022810 182.73210 0.29579
54
CA_Calc.txt 2/22/2011
Average 191.82004 0.08853
Receptor #328 (233797.10000, 3805598.00000)
Hour ALL ALL88121818 188.62080 0.0000089082009 191.17910 0.4070590110524 215.66510 0.0000091011808 188.72950 0.0000092101624 192.07240 0.00000
Average 195.25338 0.08141
Receptor #329 (234047.10000, 3805598.00000)
Hour ALL ALL88050522 190.54870 0.0000089021606 191.07450 0.0000090011608 204.47410 0.0000091011808 181.05470 0.0000092060603 192.73430 0.00000
Average 191.97726 0.00000
Receptor #330 (234547.10000, 3805598.00000)
Hour ALL ALL88030810 191.83930 0.2530689021605 190.28040 0.0000090121212 190.57150 0.4488691111607 187.67560 0.0000092022810 191.14660 0.27212
Average 190.30268 0.19481
Receptor #331 (234797.10000, 3805598.00000)
Hour ALL ALL88071605 191.88050 0.0000089071223 190.35280 0.0000090121212 189.57040 0.4705291013020 181.98130 0.0000092091823 191.61240 0.00000
Average 189.07948 0.09410
Receptor #332 (233797.10000, 3805848.00000)
Hour ALL ALL88053023 190.19130 0.0000089110610 190.72170 0.3659690092002 204.10870 0.0000091080909 179.88100 0.1498492022810 180.90050 0.29117
Average 189.16064 0.16139
Receptor #333 (234047.10000, 3805848.00000)
Hour ALL ALL88053023 185.47900 0.0000089112618 191.43170 0.0000090082706 205.10820 0.0000091080909 180.31430 0.1533992032821 184.27930 0.00000
Average 189.32250 0.03068
55
CA_Calc.txt 2/22/2011
Receptor #334 (234297.10000, 3805848.00000)
Hour ALL ALL88030810 186.82320 0.2625989021606 187.32110 0.0000090011608 208.76580 0.0000091060302 182.12320 0.0000092123014 191.74350 0.09825
Average 191.35536 0.07217
Receptor #335 (233547.10000, 3806848.00000)
Hour ALL ALL88082623 196.30230 0.0000089052423 188.10020 0.0000090020610 199.98200 0.1542691030603 189.26410 0.0000092011812 179.22010 0.18273
Average 190.57374 0.06740
Receptor #336 (233797.10000, 3807098.00000)
Hour ALL ALL88082623 195.99150 0.0000089080106 184.99970 0.0000090020610 197.66890 0.1598091030603 192.08280 0.0000092011812 178.01850 0.19031
Average 189.75228 0.07002
Receptor #337 (230047.10000, 3797348.00000)
Hour ALL ALL88102504 192.19260 0.0000089043006 200.37650 0.0000090060102 202.76260 0.0000091100505 176.59700 0.0000092041421 202.11760 0.00000
Average 194.80926 0.00000
Receptor #338 (230547.10000, 3797348.00000)
Hour ALL ALL88050221 199.58700 0.0000089052722 215.28660 0.0000090122924 206.11820 0.0000091040420 184.51690 0.0000092101521 198.58060 0.00000
Average 200.81786 0.00000
Receptor #339 (231047.10000, 3797348.00000)
Hour ALL ALL88032024 207.75950 0.0000089060723 207.54530 0.0000090020112 202.12480 0.2268391112919 187.98250 0.0000092122512 216.93040 0.21847
Average 204.46850 0.08906
56
CA_Calc.txt 2/22/2011
Receptor #340 (231547.10000, 3797348.00000)
Hour ALL ALL88102505 196.17110 0.0000089113007 205.56420 0.0000090070621 206.54180 0.0000091013001 168.80350 0.0000092012104 214.10000 0.00000
Average 198.23612 0.00000
Receptor #341 (232047.10000, 3797348.00000)
Hour ALL ALL88122320 206.06890 0.0000089083101 223.63130 0.0000090121201 211.53740 0.0000091040424 189.65040 0.0000092051002 211.73330 0.00000
Average 208.52426 0.00000
Receptor #342 (232547.10000, 3797348.00000)
Hour ALL ALL88040903 214.97150 0.0000089042509 224.47360 0.2331290122221 222.76760 0.0000091081620 219.93740 0.0000092020320 219.89990 0.00000
Average 220.41000 0.04662
Receptor #343 (233047.10000, 3797348.00000)
Hour ALL ALL88032721 205.82710 0.0000089112703 218.38810 0.0000090042106 236.84930 0.0000091092619 205.71930 0.0000092120406 242.79510 0.00000
Average 221.91578 0.00000
Receptor #344 (233547.10000, 3797348.00000)
Hour ALL ALL88061620 241.37490 0.0000089123024 242.89710 0.0000090071723 248.11210 0.0000091013018 218.27380 0.0000092050120 234.58180 0.00000
Average 237.04794 0.00000
Receptor #345 (234047.10000, 3797348.00000)
Hour ALL ALL88110907 221.07570 0.0000089042401 222.23490 0.0000090021301 256.07590 0.0000091052920 238.49880 0.0000092120208 245.19690 0.00000
Average 236.61644 0.00000
Receptor #346 (234547.10000, 3797348.00000)
57
CA_Calc.txt 2/22/2011
Hour ALL ALL88102003 217.81720 0.0000089101118 228.16760 0.0000090073022 198.67370 0.0000091041102 218.26250 0.0000092061903 226.24500 0.00000
Average 217.83320 0.00000
Receptor #347 (235047.10000, 3797348.00000)
Hour ALL ALL88072922 199.88150 0.0000089010805 203.76210 0.0000090081120 232.06970 0.0000091091019 229.03120 0.0000092063021 248.87000 0.00000
Average 222.72290 0.00000
Receptor #348 (235547.10000, 3797348.00000)
Hour ALL ALL88091720 254.19400 0.0000089090121 244.57890 0.0000090091819 272.44370 0.0000091050104 230.93280 0.0000092081704 269.11130 0.00000
Average 254.25214 0.00000
Receptor #349 (236047.10000, 3797348.00000)
Hour ALL ALL88061924 244.77030 0.0000089082022 236.21420 0.0000090102419 253.54070 0.0000091112323 241.77330 0.0000092031419 225.03640 0.00000
Average 240.26698 0.00000
Receptor #350 (236547.10000, 3797348.00000)
Hour ALL ALL88102222 203.09480 0.0000089060802 241.52780 0.0000090042801 221.80020 0.0000091050506 229.26110 0.0000092081922 219.24600 0.00000
Average 222.98598 0.00000
Receptor #351 (237047.10000, 3797348.00000)
Hour ALL ALL88072423 235.54960 0.0000089080320 267.10160 0.0000090080522 244.51000 0.0000091072001 240.97260 0.0000092113018 234.69220 0.00000
Average 244.56520 0.00000
Receptor #352 (237547.10000, 3797348.00000)
58
CA_Calc.txt 2/22/2011
Hour ALL ALL88081601 220.91300 0.0000089060805 253.15660 0.0000090042104 236.25680 0.0000091021624 252.49340 0.0000092030324 231.08740 0.00000
Average 238.78144 0.00000
Receptor #353 (238047.10000, 3797348.00000)
Hour ALL ALL88062102 215.98470 0.0000089032806 229.26170 0.0000090081020 226.70220 0.0000091120803 251.68280 0.0000092032122 207.04990 0.00000
Average 226.13626 0.00000
Receptor #354 (238547.10000, 3797348.00000)
Hour ALL ALL88050403 213.34200 0.0000089041623 254.87310 0.0000090072324 210.15960 0.0000091100321 225.63360 0.0000092060602 229.74770 0.00000
Average 226.75120 0.00000
Receptor #355 (239047.10000, 3797348.00000)
Hour ALL ALL88110720 208.40880 0.0000089122519 211.44530 0.0000090042401 183.75480 0.0000091112519 217.41180 0.0000092102807 206.75550 0.00000
Average 205.55524 0.00000
Receptor #356 (239547.10000, 3797348.00000)
Hour ALL ALL88012114 182.88260 0.0687989122519 223.02740 0.0000090021122 202.17790 0.0000091011419 199.83340 0.0000092060703 204.83990 0.00000
Average 202.55224 0.01376
Receptor #357 (240047.10000, 3797348.00000)
Hour ALL ALL88082422 197.20150 0.0000089041624 211.13410 0.0000090011620 210.43050 0.0000091120724 210.22390 0.0000092121509 196.80910 0.12559
Average 205.15982 0.02512
Receptor #358 (240547.10000, 3797348.00000)
Hour ALL ALL
59
CA_Calc.txt 2/22/2011
88080806 215.86260 0.0000089021124 208.97700 0.0000090102823 200.45070 0.0000091122205 199.83420 0.0000092102119 192.20880 0.00000
Average 203.46666 0.00000
Receptor #359 (241547.10000, 3797348.00000)
Hour ALL ALL88080605 196.06510 0.0000089072210 188.99430 0.1656390082422 203.51570 0.0000091112311 174.45260 0.0982192102409 187.34540 0.17234
Average 190.07462 0.08724
Receptor #360 (230047.10000, 3797848.00000)
Hour ALL ALL88020523 193.00410 0.0000089051603 206.65700 0.0000090040921 187.38110 0.0000091032001 178.57330 0.0000092120718 195.96030 0.00000
Average 192.31516 0.00000
Receptor #361 (230547.10000, 3797848.00000)
Hour ALL ALL88021423 202.98870 0.0000089122504 188.19560 0.0000090080823 187.64220 0.0000091071109 171.94700 0.1949592040903 204.10170 0.00000
Average 190.97504 0.03899
Receptor #362 (231047.10000, 3797848.00000)
Hour ALL ALL88070222 186.21290 0.0000089111723 192.00410 0.0000090070621 194.73380 0.0000091071109 177.39540 0.1973592102823 206.11150 0.00000
Average 191.29154 0.03947
Receptor #363 (231547.10000, 3797848.00000)
Hour ALL ALL88011824 200.31860 0.0000089111107 218.77490 0.0000090042022 199.84090 0.0000091062005 196.97070 0.0000092072606 199.82710 0.00000
Average 203.14644 0.00000
Receptor #364 (232047.10000, 3797848.00000)
Hour ALL ALL88082321 201.07590 0.00000
60
CA_Calc.txt 2/22/2011
89080210 212.82410 0.2118390080701 219.57440 0.0000091021124 214.17500 0.0000092072923 214.68940 0.00000
Average 212.46776 0.04237
Receptor #365 (232547.10000, 3797848.00000)
Hour ALL ALL88091919 210.54890 0.0000089062004 212.69450 0.0000090020206 225.24900 0.0000091031219 209.04550 0.0000092022401 224.69130 0.00000
Average 216.44584 0.00000
Receptor #366 (233047.10000, 3797848.00000)
Hour ALL ALL88102003 226.19220 0.0000089042509 214.71400 0.2419290042322 231.49160 0.0000091091721 215.85280 0.0000092020721 230.60790 0.00000
Average 223.77170 0.04838
Receptor #367 (233547.10000, 3797848.00000)
Hour ALL ALL88020521 218.66620 0.0000089042401 231.07960 0.0000090090221 213.05970 0.0000091020802 213.76790 0.0000092020307 217.17520 0.00000
Average 218.74972 0.00000
Receptor #368 (234047.10000, 3797848.00000)
Hour ALL ALL88061321 220.02000 0.0000089050823 235.57460 0.0000090071620 215.47960 0.0000091091820 205.79720 0.0000092020403 223.01850 0.00000
Average 219.97798 0.00000
Receptor #369 (234547.10000, 3797848.00000)
Hour ALL ALL88041502 201.12470 0.0000089010805 211.73540 0.0000090081410 190.62140 0.1084491051423 217.49600 0.0000092010721 230.37180 0.00000
Average 210.26986 0.02169
Receptor #370 (235047.10000, 3797848.00000)
Hour ALL ALL88012119 201.22930 0.0000089042509 207.71380 0.25675
61
CA_Calc.txt 2/22/2011
90081220 208.99300 0.0000091091823 216.91280 0.0000092072820 224.84130 0.00000
Average 211.93804 0.05135
Receptor #371 (235547.10000, 3797848.00000)
Hour ALL ALL88040521 240.79040 0.0000089062521 225.32820 0.0000090091819 246.85330 0.0000091110122 220.03590 0.0000092061923 254.14100 0.00000
Average 237.42976 0.00000
Receptor #372 (236047.10000, 3797848.00000)
Hour ALL ALL88091021 239.56200 0.0000089051524 234.58190 0.0000090102419 258.69350 0.0000091101107 235.82780 0.0000092031419 218.94550 0.00000
Average 237.52214 0.00000
Receptor #373 (236547.10000, 3797848.00000)
Hour ALL ALL88051409 198.79460 0.1695589082124 226.89320 0.0000090042801 206.97660 0.0000091071821 225.44080 0.0000092101419 210.98980 0.00000
Average 213.81900 0.03391
Receptor #374 (237047.10000, 3797848.00000)
Hour ALL ALL88121706 214.03090 0.0000089082821 221.53850 0.0000090060301 239.86120 0.0000091051422 226.92090 0.0000092081103 219.70790 0.00000
Average 224.41188 0.00000
Receptor #375 (237547.10000, 3797848.00000)
Hour ALL ALL88102523 207.50440 0.0000089032501 212.24860 0.0000090052422 239.72130 0.0000091022707 214.31710 0.0000092072008 198.48900 0.22949
Average 214.45608 0.04590
Receptor #376 (238047.10000, 3797848.00000)
Hour ALL ALL88080902 198.74700 0.0000089013121 229.92090 0.0000090011906 234.99140 0.00000
62
CA_Calc.txt 2/22/2011
91120904 222.58200 0.0000092081104 220.81060 0.00000
Average 221.41038 0.00000
Receptor #377 (238547.10000, 3797848.00000)
Hour ALL ALL88021722 211.54690 0.0000089032604 216.79400 0.0000090101419 199.43810 0.0000091071404 213.61260 0.0000092112702 218.93360 0.00000
Average 212.06504 0.00000
Receptor #378 (239047.10000, 3797848.00000)
Hour ALL ALL88012114 196.37260 0.0712589012001 231.77230 0.0000090012405 215.63060 0.0000091012920 214.36330 0.0000092060602 216.47560 0.00000
Average 214.92288 0.01425
Receptor #379 (239547.10000, 3797848.00000)
Hour ALL ALL88110720 194.23960 0.0000089062723 194.45410 0.0000090102722 178.81070 0.0000091101907 212.94210 0.0000092101423 192.35830 0.00000
Average 194.56096 0.00000
Receptor #380 (240047.10000, 3797848.00000)
Hour ALL ALL88030705 179.22210 0.0000089122519 208.54630 0.0000090021122 188.92100 0.0000091011823 187.78280 0.0000092060703 191.50860 0.00000
Average 191.19616 0.00000
Receptor #381 (240547.10000, 3797848.00000)
Hour ALL ALL88111421 186.86690 0.0000089072210 187.54680 0.1736290011902 192.75660 0.0000091080904 192.82950 0.0000092011516 187.69810 0.04663
Average 189.53958 0.04405
Receptor #382 (241047.10000, 3797848.00000)
Hour ALL ALL88052508 200.52010 0.1509689062608 185.50560 0.0863290030217 192.80810 0.0715791070708 200.26170 0.20969
63
CA_Calc.txt 2/22/2011
92053108 184.16790 0.14620
Average 192.65268 0.13295
Receptor #383 (231047.10000, 3798348.00000)
Hour ALL ALL88010903 194.89140 0.0000089011905 204.73980 0.0000090042022 183.27800 0.0000091022508 192.83630 0.0000092072606 185.12510 0.00000
Average 192.17412 0.00000
Receptor #384 (231547.10000, 3798348.00000)
Hour ALL ALL88032721 196.49320 0.0000089072902 210.34690 0.0000090120221 202.35870 0.0000091061103 198.77970 0.0000092072923 214.71480 0.00000
Average 204.53866 0.00000
Receptor #385 (232047.10000, 3798348.00000)
Hour ALL ALL88061906 212.64530 0.0000089021208 201.06060 0.0000090010907 212.43300 0.0000091101103 201.35070 0.0000092022401 215.10770 0.00000
Average 208.51946 0.00000
Receptor #386 (232547.10000, 3798348.00000)
Hour ALL ALL88043021 215.98870 0.0000089062208 206.43530 0.1963090030907 225.17810 0.0000091071109 204.68180 0.2165792082921 220.25740 0.00000
Average 214.50826 0.08257
Receptor #387 (233047.10000, 3798348.00000)
Hour ALL ALL88060421 219.90590 0.0000089032802 237.69490 0.0000090061423 202.98350 0.0000091101103 202.30940 0.0000092041202 218.29920 0.00000
Average 216.23858 0.00000
Receptor #388 (233547.10000, 3798348.00000)
Hour ALL ALL88061420 210.41200 0.0000089082820 218.12570 0.0000090010901 235.25600 0.0000091091322 214.32460 0.0000092012105 226.00510 0.00000
64
CA_Calc.txt 2/22/2011
Average 220.82468 0.00000
Receptor #389 (234047.10000, 3798348.00000)
Hour ALL ALL88030704 203.34640 0.0000089082820 212.55100 0.0000090031422 180.90190 0.0000091041805 192.79970 0.0000092062622 193.25310 0.00000
Average 196.57042 0.00000
Receptor #390 (234547.10000, 3798348.00000)
Hour ALL ALL88041502 209.76310 0.0000089082404 187.53970 0.0000090111512 183.87340 0.0935391072901 217.48510 0.0000092080821 217.06630 0.00000
Average 203.14552 0.01871
Receptor #391 (235047.10000, 3798348.00000)
Hour ALL ALL88040920 195.53080 0.0000089111919 196.46490 0.0000090011723 208.08460 0.0000091013019 218.59060 0.0000092051221 198.89060 0.00000
Average 203.51230 0.00000
Receptor #392 (235547.10000, 3798348.00000)
Hour ALL ALL88122318 225.57880 0.0000089062208 211.95130 0.2183590012407 227.54970 0.0000091110122 216.70760 0.0000092081704 240.22330 0.00000
Average 224.40214 0.04367
Receptor #393 (236047.10000, 3798348.00000)
Hour ALL ALL88040302 236.64210 0.0000089091719 227.72760 0.0000090081123 245.08370 0.0000091050502 212.64960 0.0000092072524 208.26610 0.00000
Average 226.07382 0.00000
Receptor #394 (236547.10000, 3798348.00000)
Hour ALL ALL88102521 205.66410 0.0000089062124 226.47650 0.0000090101422 209.03190 0.0000091050504 211.98760 0.0000092081622 206.67060 0.00000
65
CA_Calc.txt 2/22/2011
Average 211.96614 0.00000
Receptor #395 (237047.10000, 3798348.00000)
Hour ALL ALL88112504 203.24110 0.0000089082201 216.35470 0.0000090070824 214.53610 0.0000091071303 228.26900 0.0000092040322 215.03740 0.00000
Average 215.48766 0.00000
Receptor #396 (237547.10000, 3798348.00000)
Hour ALL ALL88062822 210.06570 0.0000089051321 226.66880 0.0000090052601 226.06660 0.0000091072001 223.10220 0.0000092011211 205.09470 0.27895
Average 218.19960 0.05579
Receptor #397 (238047.10000, 3798348.00000)
Hour ALL ALL88121420 192.27090 0.0000089060805 225.46740 0.0000090011906 204.37420 0.0000091061101 220.97020 0.0000092042301 208.80470 0.00000
Average 210.37748 0.00000
Receptor #398 (238547.10000, 3798348.00000)
Hour ALL ALL88030222 194.30190 0.0000089051320 195.16090 0.0000090011023 193.75660 0.0000091020320 228.01230 0.0000092011211 194.58480 0.27982
Average 201.16330 0.05596
Receptor #399 (239047.10000, 3798348.00000)
Hour ALL ALL88012114 200.60150 0.0730789022520 211.28060 0.0000090081021 185.89150 0.0000091070708 193.71790 0.2255592051003 213.28120 0.00000
Average 200.95454 0.05972
Receptor #400 (239547.10000, 3798348.00000)
Hour ALL ALL88120221 184.57280 0.0000089022520 206.25510 0.0000090061924 190.67530 0.0000091070708 197.04590 0.2240792062021 196.98680 0.00000
Average 195.10718 0.04481
66
CA_Calc.txt 2/22/2011
Receptor #401 (228547.10000, 3798848.00000)
Hour ALL ALL88081606 191.69170 0.0000089111723 199.81110 0.0000090073124 177.36140 0.0000091010222 184.25170 0.0013892020218 204.20060 0.00000
Average 191.46330 0.00028
Receptor #402 (229547.10000, 3798848.00000)
Hour ALL ALL88052106 193.28890 0.0001289111108 184.55540 0.0000090080823 191.27570 0.0000091110412 191.39990 0.2080792021118 191.78920 0.00001
Average 190.46182 0.04164
Receptor #403 (231047.10000, 3798848.00000)
Hour ALL ALL88030811 196.82470 0.2125589032805 206.14720 0.0000090011319 185.44450 0.0000091041710 198.63010 0.2209292041823 201.70520 0.00000
Average 197.75034 0.08669
Receptor #404 (231547.10000, 3798848.00000)
Hour ALL ALL88122123 204.21590 0.0000089101820 198.05410 0.0000090101719 196.93050 0.0000091071109 198.30700 0.2134592120406 207.50270 0.00000
Average 201.00204 0.04269
Receptor #405 (232047.10000, 3798848.00000)
Hour ALL ALL88122123 213.86360 0.0000089020607 198.78130 0.0000090081205 211.17690 0.0000091021005 203.21460 0.0000092100919 202.15570 0.00000
Average 205.83842 0.00000
Receptor #406 (232547.10000, 3798848.00000)
Hour ALL ALL88061802 220.48860 0.0000089082404 201.14690 0.0000090101720 228.79750 0.0000091041805 210.75810 0.0000092121702 207.25470 0.00000
Average 213.68916 0.00000
67
CA_Calc.txt 2/22/2011
Receptor #407 (233047.10000, 3798848.00000)
Hour ALL ALL88050723 208.02120 0.0000089050102 212.46490 0.0000090090221 189.88660 0.0000091021103 217.17290 0.0000092111421 206.79180 0.00000
Average 206.86748 0.00000
Receptor #408 (233547.10000, 3798848.00000)
Hour ALL ALL88120218 205.45420 0.0000089062520 201.50300 0.0000090011323 204.40100 0.0000091042620 211.89230 0.0000092062622 202.99040 0.00000
Average 205.24818 0.00000
Receptor #409 (234047.10000, 3798848.00000)
Hour ALL ALL88011219 202.37340 0.0000089031720 196.80570 0.0000090111512 177.84090 0.0945591042519 202.68640 0.0000092041905 201.52770 0.00000
Average 196.24682 0.01891
Receptor #410 (234547.10000, 3798848.00000)
Hour ALL ALL88050220 204.53360 0.0000089122503 187.09510 0.0000090070321 192.22950 0.0000091071123 212.39530 0.0000092072820 207.09730 0.00000
Average 200.67016 0.00000
Receptor #411 (235047.10000, 3798848.00000)
Hour ALL ALL88041504 199.96430 0.0000089091705 208.07930 0.0000090112220 207.03250 0.0000091050104 204.04580 0.0000092063022 186.65730 0.00000
Average 201.15584 0.00000
Receptor #412 (235547.10000, 3798848.00000)
Hour ALL ALL88051404 215.56120 0.0000089062208 211.37170 0.2267290053104 221.30060 0.0000091052601 207.19230 0.0000092122512 235.65070 0.27880
Average 218.21530 0.10110
Receptor #413 (236047.10000, 3798848.00000)
68
CA_Calc.txt 2/22/2011
Hour ALL ALL88021820 226.95850 0.0000089091705 214.01210 0.0000090091924 233.19490 0.0000091082621 204.91980 0.0000092033001 191.60860 0.00000
Average 214.13878 0.00000
Receptor #414 (236547.10000, 3798848.00000)
Hour ALL ALL88051404 187.87060 0.0000089110103 211.12640 0.0000090011423 214.75280 0.0000091071824 210.81870 0.0000092102822 225.75120 0.00000
Average 210.06394 0.00000
Receptor #415 (237047.10000, 3798848.00000)
Hour ALL ALL88072422 186.45140 0.0000089012723 206.42130 0.0000090090620 204.40950 0.0000091021801 213.79330 0.0000092011624 206.99290 0.00000
Average 203.61368 0.00000
Receptor #416 (237547.10000, 3798848.00000)
Hour ALL ALL88032101 192.95120 0.0000089061601 223.40240 0.0000090060301 218.90480 0.0000091072001 197.42020 0.0000092011211 218.61590 0.28907
Average 210.25890 0.05781
Receptor #417 (238047.10000, 3798848.00000)
Hour ALL ALL88072422 194.41080 0.0000089062822 202.85800 0.0000090052422 208.17990 0.0000091061023 200.63860 0.0000092083106 195.66630 0.00000
Average 200.35072 0.00000
Receptor #418 (238547.10000, 3798848.00000)
Hour ALL ALL88052121 189.20830 0.0000089010624 198.07350 0.0000090071602 212.78380 0.0000091061502 192.92470 0.0000092011211 207.39460 0.29119
Average 200.07698 0.05824
Receptor #419 (239047.10000, 3798848.00000)
69
CA_Calc.txt 2/22/2011
Hour ALL ALL88121405 190.55230 0.0000089111004 191.71080 0.0000090053021 185.24860 0.0000091111423 209.83250 0.0000092011516 191.00220 0.04846
Average 193.66928 0.00969
Receptor #420 (239547.10000, 3798848.00000)
Hour ALL ALL88072422 190.70640 0.0000089040806 198.67410 0.0000090082409 178.36440 0.2540391091102 189.54000 0.0000092091822 200.92270 0.00000
Average 191.64152 0.05081
Receptor #421 (228547.10000, 3799348.00000)
Hour ALL ALL88120107 204.48220 0.0000089010219 193.50790 0.0000090101324 192.48820 0.0000291031120 189.92990 0.0004292021619 195.47850 0.00001
Average 195.17734 0.00009
Receptor #422 (229047.10000, 3799348.00000)
Hour ALL ALL88042901 197.52910 0.0000289051205 203.65790 0.0000090071703 191.07760 0.0000091111317 196.88970 0.0008392071903 190.76880 0.00000
Average 195.98462 0.00017
Receptor #423 (229547.10000, 3799348.00000)
Hour ALL ALL88050523 191.84100 0.0002289010218 205.24950 0.0000090111208 180.18020 0.0040691060301 201.91040 0.0004592120708 191.25450 0.00002
Average 194.08712 0.00095
Receptor #424 (230047.10000, 3799348.00000)
Hour ALL ALL88030623 198.42350 0.0000289120406 204.90480 0.0000090020202 186.61820 0.0000091081101 200.16480 0.0000092080904 188.53050 0.00001
Average 195.72836 0.00001
Receptor #425 (230547.10000, 3799348.00000)
Hour ALL ALL
70
CA_Calc.txt 2/22/2011
88053105 196.41950 0.0000089020820 196.23250 0.0000090100423 193.02800 0.0000391062005 198.38440 0.0000092013103 184.12920 0.00000
Average 193.63872 0.00001
Receptor #426 (231047.10000, 3799348.00000)
Hour ALL ALL88061906 203.64390 0.0000089031902 190.18080 0.0000190010522 196.87880 0.0000091080522 210.12790 0.0000092020320 193.50980 0.00000
Average 198.86824 0.00000
Receptor #427 (231547.10000, 3799348.00000)
Hour ALL ALL88033122 210.75360 0.0000089080605 195.47440 0.0000090032121 206.30620 0.0000091013019 207.26260 0.0000092013103 193.09000 0.00000
Average 202.57736 0.00000
Receptor #428 (232047.10000, 3799348.00000)
Hour ALL ALL88030811 211.89100 0.2313789112621 189.09100 0.0000090042106 193.97440 0.0000091071109 201.95250 0.2255292122512 194.69750 0.25199
Average 198.32128 0.14178
Receptor #429 (232547.10000, 3799348.00000)
Hour ALL ALL88061620 212.51160 0.0000089112519 214.43910 0.0000090061305 206.60790 0.0000091081423 205.27160 0.0000092121702 197.14030 0.00000
Average 207.19410 0.00000
Receptor #430 (233047.10000, 3799348.00000)
Hour ALL ALL88073006 199.27750 0.0000089110103 210.01350 0.0000090061305 212.06260 0.0000091032603 211.80860 0.0000092081305 201.37750 0.00000
Average 206.90794 0.00000
Receptor #431 (233547.10000, 3799348.00000)
Hour ALL ALL88072422 200.74710 0.00000
71
CA_Calc.txt 2/22/2011
89050823 216.44150 0.0000090041624 194.62600 0.0000091082104 201.17700 0.0000092083106 184.62570 0.00000
Average 199.52346 0.00000
Receptor #432 (234047.10000, 3799348.00000)
Hour ALL ALL88051322 194.90740 0.0000089111004 208.04220 0.0000090051406 188.32640 0.0000091111424 205.34020 0.0000092080504 206.33470 0.00000
Average 200.59018 0.00000
Receptor #433 (234547.10000, 3799348.00000)
Hour ALL ALL88081506 196.34620 0.0000089122503 201.70470 0.0000090081506 191.24100 0.0000091012711 204.85560 0.2429392060321 213.05560 0.00000
Average 201.44062 0.04859
Receptor #434 (235047.10000, 3799348.00000)
Hour ALL ALL88011302 197.94600 0.0000089032606 207.75420 0.0000090080102 193.93660 0.0000091091019 217.47310 0.0000092061923 196.22920 0.00000
Average 202.66782 0.00000
Receptor #435 (235547.10000, 3799348.00000)
Hour ALL ALL88061923 207.33510 0.0000089062208 206.24240 0.2362890091101 207.85990 0.0000091111424 217.16440 0.0000092083106 223.80720 0.00000
Average 212.48180 0.04726
Receptor #436 (236047.10000, 3799348.00000)
Hour ALL ALL88101518 213.77630 0.0000089032606 210.68210 0.0000090041521 214.86860 0.0000091111424 206.19030 0.0000092081106 185.86780 0.00000
Average 206.27702 0.00000
Receptor #437 (236547.10000, 3799348.00000)
Hour ALL ALL88012114 190.85160 0.0768589111004 203.33160 0.00000
72
CA_Calc.txt 2/22/2011
90061922 210.09390 0.0000091090522 210.24110 0.0000092102822 222.65740 0.00000
Average 207.43512 0.01537
Receptor #438 (237047.10000, 3799348.00000)
Hour ALL ALL88072422 190.80340 0.0000089082024 208.12310 0.0000090082409 185.58030 0.2672291111619 197.27770 0.0000092081106 192.65900 0.00000
Average 194.88870 0.05344
Receptor #439 (237547.10000, 3799348.00000)
Hour ALL ALL88012114 191.07840 0.0770589120118 198.47370 0.0000090082424 221.24840 0.0000091061503 200.86540 0.0000092122512 215.07090 0.30146
Average 205.34736 0.07570
Receptor #440 (238047.10000, 3799348.00000)
Hour ALL ALL88062822 194.17890 0.0000089062208 191.90700 0.2477690080623 200.30430 0.0000091111619 197.40550 0.0000092062722 188.44850 0.00000
Average 194.44884 0.04955
Receptor #441 (238547.10000, 3799348.00000)
Hour ALL ALL88061104 197.02220 0.0000089060805 204.11470 0.0000090042104 186.15980 0.0000091111619 196.00550 0.0000092042301 198.01720 0.00000
Average 196.26388 0.00000
Receptor #442 (239047.10000, 3799348.00000)
Hour ALL ALL88012114 189.62500 0.0774489062208 186.53920 0.2473590091105 185.85930 0.0000091091424 196.16270 0.0000092031623 190.71470 0.00000
Average 189.78018 0.06496
Receptor #443 (228547.10000, 3799848.00000)
Hour ALL ALL88010905 197.43640 0.0000989022220 207.74820 0.0063690011319 193.23890 0.00000
73
CA_Calc.txt 2/22/2011
91081102 199.43620 0.0057192121219 198.62570 0.00025
Average 199.29708 0.00248
Receptor #444 (229047.10000, 3799848.00000)
Hour ALL ALL88012122 204.90350 0.0012289111818 225.29570 0.0000090011019 192.79140 0.0023091091924 214.31780 0.0000592032102 214.86170 0.00016
Average 210.43402 0.00075
Receptor #445 (229547.10000, 3799848.00000)
Hour ALL ALL88080203 193.86760 0.0000189042302 212.51500 0.0000290121402 198.10230 0.0000091061805 205.38250 0.0000092031201 202.72240 0.00000
Average 202.51796 0.00001
Receptor #446 (230047.10000, 3799848.00000)
Hour ALL ALL88120222 192.61850 0.0001189122722 206.96560 0.0000190061422 198.25520 0.0000091042220 207.19360 0.0000092072923 198.75140 0.00000
Average 200.75686 0.00002
Receptor #447 (230547.10000, 3799848.00000)
Hour ALL ALL88052205 200.25560 0.0000089062004 205.14930 0.0000090042023 198.00340 0.0000091070903 207.33470 0.0000192082521 206.02160 0.00000
Average 203.35292 0.00000
Receptor #448 (231047.10000, 3799848.00000)
Hour ALL ALL88112822 196.36260 0.0000089122503 197.68920 0.0000090092704 203.00990 0.0000091103021 209.26130 0.0000092072605 200.80580 0.00001
Average 201.42576 0.00000
Receptor #449 (231547.10000, 3799848.00000)
Hour ALL ALL88051824 196.78700 0.0000089080524 193.50310 0.0000090061305 200.19360 0.0000091072721 207.23140 0.00000
74
CA_Calc.txt 2/22/2011
92042624 196.18560 0.00000
Average 198.78014 0.00000
Receptor #450 (232047.10000, 3799848.00000)
Hour ALL ALL88013023 199.93960 0.0000089111004 199.45850 0.0000090061423 202.04170 0.0000091011802 207.03800 0.0000092070620 201.69730 0.00000
Average 202.03502 0.00000
Receptor #451 (232547.10000, 3799848.00000)
Hour ALL ALL88012115 197.76590 0.1308289082420 208.25660 0.0000090091623 180.55160 0.0000091111505 217.71440 0.0000092081106 203.41560 0.00000
Average 201.54082 0.02616
Receptor #452 (233047.10000, 3799848.00000)
Hour ALL ALL88012115 204.13010 0.1333389071723 203.37140 0.0000090071620 196.12820 0.0000091071109 212.23710 0.2442692011622 210.14400 0.00000
Average 205.20216 0.07552
Receptor #453 (233547.10000, 3799848.00000)
Hour ALL ALL88072422 204.54610 0.0000089012512 212.79670 0.2645590082704 175.91310 0.0000091022621 212.56210 0.0000092101002 201.75500 0.00000
Average 201.51460 0.05291
Receptor #454 (234047.10000, 3799848.00000)
Hour ALL ALL88102607 201.45630 0.0000089101118 189.10080 0.0000090081506 180.83910 0.0000091060122 212.72080 0.0000092070223 207.97800 0.00000
Average 198.41900 0.00000
Receptor #455 (234547.10000, 3799848.00000)
Hour ALL ALL88053101 201.51160 0.0000089032422 191.10940 0.0000090081220 182.20660 0.0000091011822 213.06700 0.0000092051221 214.60180 0.00000
75
CA_Calc.txt 2/22/2011
Average 200.49928 0.00000
Receptor #456 (235047.10000, 3799848.00000)
Hour ALL ALL88053101 212.53300 0.0000089111919 202.14530 0.0000090010521 187.02680 0.0000091091901 209.74450 0.0000092032922 204.92480 0.00000
Average 203.27488 0.00000
Receptor #457 (235547.10000, 3799848.00000)
Hour ALL ALL88061104 210.60060 0.0000089082420 195.06810 0.0000090042321 205.76510 0.0000091052521 207.53250 0.0000092073105 220.09430 0.00000
Average 207.81212 0.00000
Receptor #458 (236047.10000, 3799848.00000)
Hour ALL ALL88053101 212.25960 0.0000089043022 202.48170 0.0000090101423 206.74660 0.0000091081402 201.13060 0.0000092081106 191.80750 0.00000
Average 202.88520 0.00000
Receptor #459 (236547.10000, 3799848.00000)
Hour ALL ALL88081604 187.56760 0.0000089062208 194.74690 0.2559390073121 211.30800 0.0000091072005 209.36500 0.0000092070223 210.41410 0.00000
Average 202.68032 0.05119
Receptor #460 (237047.10000, 3799848.00000)
Hour ALL ALL88102607 185.94070 0.0000089091606 199.41230 0.0000090101504 189.77800 0.0000091112518 192.78590 0.0000092113001 201.95640 0.00000
Average 193.97466 0.00000
Receptor #461 (237547.10000, 3799848.00000)
Hour ALL ALL88102607 181.12960 0.0000089090201 186.96690 0.0000090091105 195.04770 0.0000091041405 205.15240 0.0000092070223 195.27000 0.00000
76
CA_Calc.txt 2/22/2011
Average 192.71332 0.00000
Receptor #462 (238047.10000, 3799848.00000)
Hour ALL ALL88022505 186.41170 0.0000089062221 204.60200 0.0000090082704 188.17420 0.0000091112518 190.21420 0.0000092052403 189.32920 0.00000
Average 191.74626 0.00000
Receptor #463 (238547.10000, 3799848.00000)
Hour ALL ALL88122315 178.98280 0.1135289041320 191.94170 0.0000090032221 198.93150 0.0000091120806 188.63260 0.0000092052403 189.41670 0.00000
Average 189.58106 0.02270
Receptor #464 (228547.10000, 3800348.00000)
Hour ALL ALL88061705 207.57570 0.0000389040724 218.96930 0.0002090121212 192.16230 0.1888691051023 208.13080 0.0000192010421 209.27620 0.00571
Average 207.22286 0.03896
Receptor #465 (229047.10000, 3800348.00000)
Hour ALL ALL88091005 210.43980 0.0000389042424 209.29250 0.0007290042201 202.23170 0.0006591042422 218.50860 0.0000092032622 223.97900 0.00000
Average 212.89032 0.00028
Receptor #466 (229547.10000, 3800348.00000)
Hour ALL ALL88022508 202.83960 0.0000189080619 202.99620 0.0031990040305 199.88970 0.0002991042219 204.80610 0.0000492120623 219.96100 0.00001
Average 206.09852 0.00071
Receptor #467 (230047.10000, 3800348.00000)
Hour ALL ALL88102402 201.09030 0.0000289072804 201.25860 0.0001390021707 193.32250 0.0004991111213 199.83920 0.2145392092004 208.10970 0.00000
Average 200.72406 0.04303
77
CA_Calc.txt 2/22/2011
Receptor #468 (230547.10000, 3800348.00000)
Hour ALL ALL88100404 189.81090 0.0000089071104 201.08140 0.0000090092704 194.70570 0.0000091090105 199.92070 0.0000092121923 198.52150 0.00001
Average 196.80804 0.00000
Receptor #469 (231047.10000, 3800348.00000)
Hour ALL ALL88033024 195.45700 0.0000089012423 202.77450 0.0000090032121 194.28990 0.0000091091021 205.97360 0.0000092061822 197.82690 0.00000
Average 199.26438 0.00000
Receptor #470 (231547.10000, 3800348.00000)
Hour ALL ALL88060421 191.59070 0.0000089123024 201.65090 0.0000090011321 202.11320 0.0000091111213 208.11960 0.2333592050120 188.89530 0.00000
Average 198.47394 0.04667
Receptor #471 (232047.10000, 3800348.00000)
Hour ALL ALL88012224 191.58210 0.0000089070921 203.54660 0.0000090101720 191.98480 0.0000091012711 209.73620 0.2295192020721 189.77890 0.00000
Average 197.32572 0.04590
Receptor #472 (232547.10000, 3800348.00000)
Hour ALL ALL88061321 193.73570 0.0000089032422 211.64280 0.0000090081604 208.13450 0.0000091062822 212.72900 0.0000092011220 194.76970 0.00000
Average 204.20234 0.00000
Receptor #473 (233047.10000, 3800348.00000)
Hour ALL ALL88012820 196.73810 0.0000089091702 208.14740 0.0000090011323 196.85490 0.0000091120806 213.97820 0.0000092122512 186.10800 0.28192
Average 200.36532 0.05638
78
CA_Calc.txt 2/22/2011
Receptor #474 (233547.10000, 3800348.00000)
Hour ALL ALL88053101 195.58460 0.0000089050823 205.43260 0.0000090011323 181.33720 0.0000091112518 206.50790 0.0000092122512 189.06020 0.29014
Average 195.58450 0.05803
Receptor #475 (234047.10000, 3800348.00000)
Hour ALL ALL88120801 202.05010 0.0000089100323 194.48840 0.0000090042403 187.50440 0.0000091110412 207.80870 0.2878192062023 191.95430 0.00000
Average 196.76118 0.05756
Receptor #476 (234547.10000, 3800348.00000)
Hour ALL ALL88120201 196.81320 0.0000089091702 193.16530 0.0000090042403 186.51060 0.0000091091901 205.90620 0.0000092042406 195.91900 0.00000
Average 195.66286 0.00000
Receptor #477 (235047.10000, 3800348.00000)
Hour ALL ALL88120801 192.12980 0.0000089042505 198.94150 0.0000090042403 185.49690 0.0000091051504 204.59980 0.0000092081511 184.84530 0.09123
Average 193.20266 0.01825
Receptor #478 (235547.10000, 3800348.00000)
Hour ALL ALL88091720 205.24320 0.0000089012512 189.55220 0.3043890052004 196.39480 0.0000091051504 201.68870 0.0000092013022 205.57310 0.00000
Average 199.69040 0.06088
Receptor #479 (236047.10000, 3800348.00000)
Hour ALL ALL88122315 206.87920 0.1146689042505 195.51080 0.0000090101423 203.41960 0.0000091051504 199.38190 0.0000092063023 183.62130 0.00000
Average 197.76256 0.02293
Receptor #480 (236547.10000, 3800348.00000)
79
CA_Calc.txt 2/22/2011
Hour ALL ALL88120201 180.73510 0.0000089042505 192.19170 0.0000090073121 199.02220 0.0000091022224 200.63460 0.0000092013022 198.19530 0.00000
Average 194.15578 0.00000
Receptor #481 (237547.10000, 3800348.00000)
Hour ALL ALL88092021 178.30610 0.0000089042505 186.90810 0.0000090070824 188.83110 0.0000091080901 201.42510 0.0000092081922 191.44000 0.00000
Average 189.38208 0.00000
Receptor #482 (238047.10000, 3800348.00000)
Hour ALL ALL88043005 177.89620 0.0000089081620 195.89270 0.0000090060301 195.98260 0.0000091052924 189.58470 0.0000092122512 194.71540 0.33662
Average 190.81432 0.06732
Receptor #483 (228547.10000, 3800848.00000)
Hour ALL ALL88122822 193.43610 0.0001289050605 200.05040 0.0019790111220 195.75940 0.0000091081822 192.55110 0.0038792092305 191.03280 0.00002
Average 194.56596 0.00120
Receptor #484 (229047.10000, 3800848.00000)
Hour ALL ALL88060523 214.77430 0.0000089061104 211.35090 0.0000090011524 208.56300 0.0000091103105 206.33350 0.0000092092305 210.52260 0.00002
Average 210.30886 0.00000
Receptor #485 (229547.10000, 3800848.00000)
Hour ALL ALL88062403 209.50410 0.0000089072404 206.84550 0.0000090020111 210.59190 0.2386491031820 204.35820 0.0000092022803 204.75840 0.00000
Average 207.21162 0.04773
Receptor #486 (230047.10000, 3800848.00000)
80
CA_Calc.txt 2/22/2011
Hour ALL ALL88042903 198.36830 0.0000089010306 198.51750 0.0000190062422 201.35760 0.0000091030424 197.34130 0.0000092020220 198.22290 0.00000
Average 198.76152 0.00000
Receptor #487 (230547.10000, 3800848.00000)
Hour ALL ALL88051824 191.58450 0.0000089072404 191.51690 0.0000090071822 196.16650 0.0000091012403 192.79460 0.0000092121508 192.71510 0.00000
Average 192.95552 0.00000
Receptor #488 (231047.10000, 3800848.00000)
Hour ALL ALL88080202 190.53580 0.0000089123024 189.00900 0.0000090071723 196.72920 0.0000091083105 199.91810 0.0000092072821 193.83350 0.00000
Average 194.00512 0.00000
Receptor #489 (231547.10000, 3800848.00000)
Hour ALL ALL88052923 198.59090 0.0000089072205 203.21640 0.0000090042322 197.95440 0.0000091062205 211.49150 0.0000092090420 197.83190 0.00000
Average 201.81702 0.00000
Receptor #490 (232047.10000, 3800848.00000)
Hour ALL ALL88120608 200.80340 0.0000089031607 202.87960 0.0000090123008 189.27680 0.0000091090106 216.43230 0.0000092011124 197.91600 0.00000
Average 201.46162 0.00000
Receptor #491 (232547.10000, 3800848.00000)
Hour ALL ALL88080202 199.88250 0.0000089111720 197.68470 0.0000090062120 203.32080 0.0000091062205 212.14820 0.0000092020403 201.63640 0.00000
Average 202.93452 0.00000
Receptor #492 (233047.10000, 3800848.00000)
Hour ALL ALL
81
CA_Calc.txt 2/22/2011
88051405 201.69580 0.0000089120407 199.36730 0.0000090062120 198.53060 0.0000091062205 206.09160 0.0000092032903 200.57060 0.00000
Average 201.25118 0.00000
Receptor #493 (233547.10000, 3800848.00000)
Hour ALL ALL88080220 198.17310 0.0000089112413 188.15530 0.1031490021920 187.25290 0.0000091101904 203.92240 0.0000092091022 204.19160 0.00000
Average 196.33906 0.02063
Receptor #494 (234047.10000, 3800848.00000)
Hour ALL ALL88030811 200.37820 0.2909089010805 189.97930 0.0000090062120 190.15370 0.0000091083105 200.94750 0.0000092091022 199.32360 0.00000
Average 196.15646 0.05818
Receptor #495 (234547.10000, 3800848.00000)
Hour ALL ALL88072505 196.28250 0.0000089090923 187.03390 0.0000090010521 187.11730 0.0000091083105 195.86530 0.0000092072921 201.59870 0.00000
Average 193.57954 0.00000
Receptor #496 (235047.10000, 3800848.00000)
Hour ALL ALL88063014 196.53650 0.0840989090923 196.56480 0.0000090081023 189.98390 0.0000091011821 197.54220 0.0000092091022 190.82470 0.00000
Average 194.29042 0.01682
Receptor #497 (235547.10000, 3800848.00000)
Hour ALL ALL88122315 201.61330 0.1184989072822 193.83990 0.0000090092502 214.05220 0.0000091110412 193.21630 0.3259292101506 209.69010 0.00000
Average 202.48236 0.08888
Receptor #498 (236047.10000, 3800848.00000)
Hour ALL ALL88051405 203.38670 0.00000
82
CA_Calc.txt 2/22/2011
89022123 195.18730 0.0000090091924 203.17770 0.0000091011821 193.56540 0.0000092101110 187.65080 0.14230
Average 196.59358 0.02846
Receptor #499 (236547.10000, 3800848.00000)
Hour ALL ALL88072505 182.70910 0.0000089032803 196.00300 0.0000090092502 205.18880 0.0000091012711 193.45080 0.3059792052406 203.50960 0.00000
Average 196.17226 0.06119
Receptor #500 (237047.10000, 3800848.00000)
Hour ALL ALL88032705 183.03030 0.0000089062205 190.85810 0.0000090090920 200.93060 0.0000091012711 189.59360 0.3104592041803 198.34070 0.00000
Average 192.55066 0.06209
Receptor #501 (238047.10000, 3800848.00000)
Hour ALL ALL88033023 182.14340 0.0000089082821 181.11220 0.0000090052601 199.04910 0.0000091011821 184.62490 0.0000092011124 199.68900 0.00000
Average 189.32372 0.00000
Receptor #502 (229047.10000, 3801348.00000)
Hour ALL ALL88081704 213.18750 0.0000089082424 199.81870 0.0000390121022 204.29210 0.0000091050304 206.13780 0.0000092101218 198.49440 0.00000
Average 204.38610 0.00001
Receptor #503 (229547.10000, 3801348.00000)
Hour ALL ALL88051802 203.46160 0.0000289111206 192.02020 0.0000090121007 198.88360 0.0000091111302 198.88180 0.0000092121724 192.12080 0.00000
Average 197.07360 0.00000
Receptor #504 (230047.10000, 3801348.00000)
Hour ALL ALL88041003 193.86630 0.0000089042501 194.72270 0.00000
83
CA_Calc.txt 2/22/2011
90042704 192.92290 0.0000091122922 191.55730 0.0000092071005 187.46060 0.00000
Average 192.10596 0.00000
Receptor #505 (231047.10000, 3801348.00000)
Hour ALL ALL88081706 186.85500 0.0000089012512 196.45350 0.2517890082703 197.92830 0.0000091031319 197.37010 0.0000092013104 187.73920 0.00000
Average 193.26922 0.05036
Receptor #506 (231547.10000, 3801348.00000)
Hour ALL ALL88021803 191.29330 0.0000089080406 208.20100 0.0000090082703 198.60470 0.0000091031122 192.13300 0.0000092111421 186.93580 0.00000
Average 195.43356 0.00000
Receptor #507 (232047.10000, 3801348.00000)
Hour ALL ALL88053102 188.87780 0.0000089082106 202.17300 0.0000090112719 196.43300 0.0000091062822 198.39660 0.0000092032202 192.16320 0.00000
Average 195.60872 0.00000
Receptor #508 (232547.10000, 3801348.00000)
Hour ALL ALL88121103 188.08720 0.0000089082820 204.95480 0.0000090082720 199.86070 0.0000091072105 210.06430 0.0000092050503 190.41630 0.00000
Average 198.67666 0.00000
Receptor #509 (233047.10000, 3801348.00000)
Hour ALL ALL88012115 191.62880 0.1441189042306 200.80220 0.0000090082901 191.73180 0.0000091050223 209.36790 0.0000092042701 181.24550 0.00000
Average 194.95524 0.02882
Receptor #510 (233547.10000, 3801348.00000)
Hour ALL ALL88072922 191.24110 0.0000089072821 189.81250 0.0000090012302 184.17160 0.00000
84
CA_Calc.txt 2/22/2011
91012711 201.71420 0.2737792030905 189.33700 0.00000
Average 191.25528 0.05475
Receptor #511 (234047.10000, 3801348.00000)
Hour ALL ALL88063014 189.62620 0.0834389071204 192.08810 0.0000090100719 187.78520 0.0000091072105 199.37740 0.0000092062023 193.80160 0.00000
Average 192.53570 0.01669
Receptor #512 (234547.10000, 3801348.00000)
Hour ALL ALL88062106 192.23230 0.0000089102206 190.89680 0.0000090102818 194.03300 0.0000091041710 196.51120 0.3352592070101 193.54880 0.00000
Average 193.44442 0.06705
Receptor #513 (235047.10000, 3801348.00000)
Hour ALL ALL88063014 192.99240 0.0875389102206 193.69920 0.0000090012302 193.45410 0.0000091041710 191.31310 0.3445292061923 194.65620 0.00000
Average 193.22300 0.08641
Receptor #514 (235547.10000, 3801348.00000)
Hour ALL ALL88080202 198.78250 0.0000089072821 193.72280 0.0000090110521 199.60280 0.0000091031122 197.35170 0.0000092072206 208.61380 0.00000
Average 199.61472 0.00000
Receptor #515 (236047.10000, 3801348.00000)
Hour ALL ALL88080202 199.16790 0.0000089102206 195.52690 0.0000090070821 196.33490 0.0000091050502 192.13640 0.0000092032202 197.20810 0.00000
Average 196.07484 0.00000
Receptor #516 (236547.10000, 3801348.00000)
Hour ALL ALL88063014 187.83370 0.0916089091719 194.20960 0.0000090081406 194.89850 0.0000091062205 188.76480 0.00000
85
CA_Calc.txt 2/22/2011
92103004 205.75400 0.00000
Average 194.29212 0.01832
Receptor #517 (237047.10000, 3801348.00000)
Hour ALL ALL88072505 187.25940 0.0000089072821 189.00740 0.0000090091409 188.33100 0.1461791062205 187.79940 0.0000092103004 203.76640 0.00000
Average 191.23272 0.02923
Receptor #518 (237547.10000, 3801348.00000)
Hour ALL ALL88110903 187.08620 0.0000089111720 191.51670 0.0000090082309 186.96030 0.1326591022511 186.82780 0.2105192103004 199.50540 0.00000
Average 190.37928 0.06863
Receptor #519 (238047.10000, 3801348.00000)
Hour ALL ALL88121520 190.73490 0.0000089031607 183.89600 0.0000090121515 189.34920 0.0670791083105 188.99630 0.0000092012008 197.09400 0.00000
Average 190.01408 0.01341
Receptor #520 (228547.10000, 3801848.00000)
Hour ALL ALL88012024 221.14520 0.0000389062705 215.62110 0.0000190043021 221.80450 0.0000191040524 208.51380 0.0000092071204 217.10150 0.00001
Average 216.83722 0.00001
Receptor #521 (229047.10000, 3801848.00000)
Hour ALL ALL88012024 207.74400 0.0000289011901 198.80520 0.0000090031405 212.61580 0.0000091032007 209.64000 0.0000092021401 200.75480 0.00000
Average 205.91196 0.00000
Receptor #522 (229547.10000, 3801848.00000)
Hour ALL ALL88091501 201.16080 0.0000089080104 193.22330 0.0000290021919 200.93810 0.0000191112302 198.31680 0.0000092060702 191.90110 0.00000
86
CA_Calc.txt 2/22/2011
Average 197.10802 0.00001
Receptor #523 (230047.10000, 3801848.00000)
Hour ALL ALL88102422 190.55720 0.0000089011823 187.79500 0.0000090120919 192.19140 0.0000091092419 187.57380 0.0000192101703 186.23890 0.00000
Average 188.87126 0.00000
Receptor #524 (231047.10000, 3801848.00000)
Hour ALL ALL88071506 191.53930 0.0000089111105 183.61830 0.0000090072402 212.80000 0.0000091010615 203.57470 0.1814892020223 184.72520 0.00000
Average 195.25150 0.03630
Receptor #525 (231547.10000, 3801848.00000)
Hour ALL ALL88121102 219.80730 0.0000089122505 201.02960 0.0000090081404 226.13540 0.0000091091206 226.76550 0.0000092020223 206.27830 0.00000
Average 216.00322 0.00000
Receptor #526 (232047.10000, 3801848.00000)
Hour ALL ALL88100305 239.07320 0.0000089022221 213.87840 0.0000090091104 249.29560 0.0000091063005 248.50190 0.0000092080302 222.25030 0.00000
Average 234.59988 0.00000
Receptor #527 (232547.10000, 3801848.00000)
Hour ALL ALL88021322 239.22780 0.0000089121424 226.77780 0.0000090082901 255.34150 0.0000091031821 239.15910 0.0000092020301 230.21460 0.00000
Average 238.14416 0.00000
Receptor #528 (233047.10000, 3801848.00000)
Hour ALL ALL88081706 226.67280 0.0000089121408 230.09770 0.0000090121308 243.97930 0.0000091031319 238.18120 0.0000092022805 217.90940 0.00000
87
CA_Calc.txt 2/22/2011
Average 231.36808 0.00000
Receptor #529 (233547.10000, 3801848.00000)
Hour ALL ALL88121103 234.76700 0.0000089040619 222.46680 0.0000090012306 236.98360 0.0000091021623 231.96760 0.0000092022805 211.38550 0.00000
Average 227.51410 0.00000
Receptor #530 (234047.10000, 3801848.00000)
Hour ALL ALL88062106 228.73780 0.0000089040619 225.88300 0.0000090012306 229.19770 0.0000091101804 226.90070 0.0000092080303 208.16950 0.00000
Average 223.77774 0.00000
Receptor #531 (234547.10000, 3801848.00000)
Hour ALL ALL88053102 227.83000 0.0000089040619 223.78470 0.0000090012306 220.09850 0.0000091050302 225.71870 0.0000092031122 203.78200 0.00000
Average 220.24278 0.00000
Receptor #532 (235047.10000, 3801848.00000)
Hour ALL ALL88110722 225.72200 0.0000089072823 215.83220 0.0000090081406 214.97060 0.0000091050302 212.64540 0.0000092091906 200.96420 0.00000
Average 214.02688 0.00000
Receptor #533 (235547.10000, 3801848.00000)
Hour ALL ALL88110722 220.96220 0.0000089010514 211.66070 0.3401090091104 209.24450 0.0000091110412 201.89540 0.3649992050503 200.30380 0.00000
Average 208.81332 0.14102
Receptor #534 (236047.10000, 3801848.00000)
Hour ALL ALL88121520 218.62580 0.0000089091121 206.40190 0.0000090102818 206.02580 0.0000091022511 206.40380 0.2112792081511 194.96090 0.10246
Average 206.48364 0.06275
88
CA_Calc.txt 2/22/2011
Receptor #535 (236547.10000, 3801848.00000)
Hour ALL ALL88021803 213.34560 0.0000089091504 202.04370 0.0000090102818 203.61050 0.0000091090522 206.74860 0.0000092011522 196.12300 0.00000
Average 204.37428 0.00000
Receptor #536 (237047.10000, 3801848.00000)
Hour ALL ALL88021803 200.58440 0.0000089053023 190.60320 0.0000090102818 201.30200 0.0000091040703 202.72830 0.0000092030905 201.69090 0.00000
Average 199.38176 0.00000
Receptor #537 (237547.10000, 3801848.00000)
Hour ALL ALL88053001 190.15050 0.0000089040619 194.49090 0.0000090102818 199.62240 0.0000091040703 192.36020 0.0000092051323 194.58400 0.00000
Average 194.24160 0.00000
Receptor #538 (238047.10000, 3801848.00000)
Hour ALL ALL88120605 193.57170 0.0000089040619 189.67740 0.0000090102818 196.93890 0.0000091022511 193.51580 0.2111992011120 191.56700 0.00000
Average 193.05416 0.04224
Receptor #539 (238547.10000, 3801848.00000)
Hour ALL ALL88080202 188.00450 0.0000089010514 192.37660 0.3730490102818 194.58520 0.0000091050223 187.17020 0.0000092030905 198.49930 0.00000
Average 192.12716 0.07461
Receptor #540 (228547.10000, 3802348.00000)
Hour ALL ALL88091405 215.94220 0.0000089122804 217.31970 0.0000090060904 215.42350 0.0000091070804 211.20480 0.0000092062702 214.68940 0.00000
Average 214.91592 0.00000
89
CA_Calc.txt 2/22/2011
Receptor #541 (229047.10000, 3802348.00000)
Hour ALL ALL88042923 202.69120 0.0000089092607 200.08220 0.0000090082423 200.45400 0.0000091053102 190.89230 0.0000092071901 197.26280 0.00000
Average 198.27650 0.00000
Receptor #542 (229547.10000, 3802348.00000)
Hour ALL ALL88110204 195.88240 0.0000089042504 195.28610 0.0000090021406 193.75810 0.0000091042421 187.05370 0.0000092072805 190.52630 0.00000
Average 192.50132 0.00000
Receptor #543 (230047.10000, 3802348.00000)
Hour ALL ALL88120603 187.88430 0.0000089110720 203.48980 0.0000090050802 192.42400 0.0000091041802 186.10330 0.0000092052421 186.35660 0.00000
Average 191.25160 0.00000
Receptor #544 (230547.10000, 3802348.00000)
Hour ALL ALL88031722 188.61630 0.0000089070903 210.31250 0.0000090090606 196.58920 0.0000091111213 193.53000 0.2492092071003 196.79030 0.00000
Average 197.16766 0.04984
Receptor #545 (231047.10000, 3802348.00000)
Hour ALL ALL88010122 197.66200 0.0000089021604 196.60550 0.0000090082819 206.08520 0.0000091060105 186.76680 0.0000092011814 194.64590 0.21168
Average 196.35308 0.04234
Receptor #546 (231547.10000, 3802348.00000)
Hour ALL ALL88011303 205.59710 0.0000089103118 199.67800 0.0000090050106 218.40120 0.0000091111407 197.51160 0.0000092111718 178.91400 0.00000
Average 200.02038 0.00000
Receptor #547 (232047.10000, 3802348.00000)
90
CA_Calc.txt 2/22/2011
Hour ALL ALL88011805 204.61700 0.0000089071203 192.51910 0.0000090082904 213.20270 0.0000091041101 206.88310 0.0000092120324 175.74850 0.00000
Average 198.59408 0.00000
Receptor #548 (232547.10000, 3802348.00000)
Hour ALL ALL88121102 211.64480 0.0000089021604 205.50450 0.0000090031406 218.08150 0.0000091041101 220.95170 0.0000092112502 193.73630 0.00000
Average 209.98376 0.00000
Receptor #549 (233047.10000, 3802348.00000)
Hour ALL ALL88110207 238.62870 0.0000089072320 224.39510 0.0000090110523 247.21040 0.0000091101718 246.77820 0.0000092120304 200.07120 0.00000
Average 231.41672 0.00000
Receptor #550 (228547.10000, 3802848.00000)
Hour ALL ALL88071423 207.37700 0.0000089122618 205.77500 0.0000090012222 206.32900 0.0000091120903 207.09200 0.0000092121924 207.98500 0.00001
Average 206.91160 0.00000
Receptor #551 (229047.10000, 3802848.00000)
Hour ALL ALL88070904 194.09010 0.0000089010824 194.94630 0.0000090111919 199.18820 0.0000091081406 198.07570 0.0000092021923 196.85530 0.00000
Average 196.63112 0.00000
Receptor #552 (229547.10000, 3802848.00000)
Hour ALL ALL88060905 190.39220 0.0000089031205 190.63640 0.0000090011602 191.39230 0.0000091081503 183.74460 0.0000092041003 189.33280 0.00000
Average 189.09966 0.00000
Receptor #553 (230547.10000, 3802848.00000)
91
CA_Calc.txt 2/22/2011
Hour ALL ALL88102403 194.48440 0.0000089042421 192.49980 0.0000090012621 194.11530 0.0000091111213 183.74250 0.2536292032823 186.80970 0.00000
Average 190.33034 0.05072
Receptor #554 (231047.10000, 3802848.00000)
Hour ALL ALL88072403 206.73320 0.0000089091701 200.11300 0.0000090061920 205.55110 0.0000091011820 191.87980 0.0000092011812 194.63380 0.12034
Average 199.78218 0.02407
Receptor #555 (231547.10000, 3802848.00000)
Hour ALL ALL88011803 204.32580 0.0000089091701 202.00520 0.0000090090606 220.33710 0.0000091091103 193.91230 0.0000092011812 197.93210 0.12506
Average 203.70250 0.02501
Receptor #556 (232047.10000, 3802848.00000)
Hour ALL ALL88021402 202.12300 0.0000089111722 201.85480 0.0000090112504 213.74660 0.0000091061205 201.17180 0.0000092042224 204.58440 0.00000
Average 204.69612 0.00000
Receptor #557 (232547.10000, 3802848.00000)
Hour ALL ALL88012319 207.25950 0.0000089070903 194.99580 0.0000090082903 209.25170 0.0000091121808 194.38410 0.0000092032824 200.91100 0.00000
Average 201.36042 0.00000
Receptor #558 (233047.10000, 3802848.00000)
Hour ALL ALL88010122 211.33640 0.0000089012512 192.54370 0.3297690120919 203.48970 0.0000091110412 193.23440 0.3343592063024 186.71600 0.00000
Average 197.46404 0.13282
Receptor #559 (228547.10000, 3803348.00000)
Hour ALL ALL
92
CA_Calc.txt 2/22/2011
88071523 200.02940 0.0000089111501 206.68400 0.0000090011807 202.05230 0.0000091011322 208.49030 0.0000092102923 200.97600 0.00000
Average 203.64640 0.00000
Receptor #560 (229047.10000, 3803348.00000)
Hour ALL ALL88122405 190.02200 0.0000189072321 190.90520 0.0000090082821 192.04760 0.0000091040621 192.72220 0.0000092031805 191.74580 0.00000
Average 191.48856 0.00000
Receptor #561 (230047.10000, 3803348.00000)
Hour ALL ALL88061224 196.06200 0.0000089012519 205.61320 0.0000090042322 211.45180 0.0000091072921 193.59220 0.0000092072821 201.87580 0.00000
Average 201.71900 0.00000
Receptor #562 (230547.10000, 3803348.00000)
Hour ALL ALL88110124 206.87550 0.0000089120119 190.88230 0.0000090102321 203.74230 0.0000091021003 179.92410 0.0000092101022 190.11820 0.00000
Average 194.30848 0.00000
Receptor #563 (231047.10000, 3803348.00000)
Hour ALL ALL88113023 197.66160 0.0000089031822 197.16370 0.0000090042404 201.08100 0.0000091010615 191.45790 0.1959392102805 197.02890 0.00000
Average 196.87862 0.03919
Receptor #564 (231547.10000, 3803348.00000)
Hour ALL ALL88120607 203.15470 0.0000089110101 208.05330 0.0000090082724 209.34120 0.0000091041022 190.88900 0.0000092081323 207.72220 0.00000
Average 203.83208 0.00000
Receptor #565 (232047.10000, 3803348.00000)
Hour ALL ALL88053104 205.88860 0.00000
93
CA_Calc.txt 2/22/2011
89050609 204.07930 0.1345290102320 211.26870 0.0000091041802 185.27380 0.0000092102802 199.54030 0.00000
Average 201.21014 0.02690
Receptor #566 (232547.10000, 3803348.00000)
Hour ALL ALL88121404 202.13940 0.0000089122701 202.67960 0.0000090032223 205.52140 0.0000091012321 194.40110 0.0000092081513 204.11060 0.18731
Average 201.77042 0.03746
Receptor #567 (233047.10000, 3803348.00000)
Hour ALL ALL88031620 197.66750 0.0000089101804 206.72820 0.0000090010513 202.83190 0.3006291050301 194.24060 0.0000092091920 206.58540 0.00000
Average 201.61072 0.06012
Receptor #568 (228547.10000, 3803848.00000)
Hour ALL ALL88052021 188.24570 0.0000089070606 200.48720 0.0000090092003 188.51980 0.0000191032604 198.45140 0.0000092032203 197.97110 0.00000
Average 194.73504 0.00000
Receptor #569 (229047.10000, 3803848.00000)
Hour ALL ALL88091504 183.11880 0.0000089031807 203.86950 0.0000090052001 198.29540 0.0000091122105 186.47790 0.0000092072406 192.88920 0.00000
Average 192.93016 0.00000
Receptor #570 (229547.10000, 3803848.00000)
Hour ALL ALL88101804 194.71700 0.0000089110711 200.22750 0.2179290052521 202.18500 0.0000091072921 193.46440 0.0000092032820 198.07660 0.00000
Average 197.73410 0.04358
Receptor #571 (230047.10000, 3803848.00000)
Hour ALL ALL88120518 201.88550 0.0000089082009 197.52650 0.24562
94
CA_Calc.txt 2/22/2011
90062822 198.08880 0.0000091062822 185.71790 0.0000092101302 198.57750 0.00000
Average 196.35924 0.04912
Receptor #572 (230547.10000, 3803848.00000)
Hour ALL ALL88041001 199.66910 0.0000089082009 201.59970 0.2565990051723 212.71840 0.0000091052923 185.55110 0.0000092122219 191.60170 0.00000
Average 198.22800 0.05132
Receptor #573 (231047.10000, 3803848.00000)
Hour ALL ALL88110124 210.28070 0.0000089022519 203.93590 0.0000090121212 208.54370 0.2686791053003 187.82190 0.0000092050323 195.06560 0.00000
Average 201.12956 0.05373
Receptor #574 (231547.10000, 3803848.00000)
Hour ALL ALL88121521 206.46300 0.0000089121108 204.67460 0.0000090062404 205.45380 0.0000091091709 187.47820 0.2812992102922 199.69260 0.00000
Average 200.75244 0.05626
Receptor #575 (232047.10000, 3803848.00000)
Hour ALL ALL88092503 204.62230 0.0000089121108 206.05210 0.0000090082721 205.47340 0.0000091040701 194.82400 0.0000092071004 205.47340 0.00000
Average 203.28904 0.00000
Receptor #576 (232547.10000, 3803848.00000)
Hour ALL ALL88071505 203.29860 0.0000089052504 208.80620 0.0000090121212 209.64650 0.3123491071402 186.05370 0.0000092071004 203.29860 0.00000
Average 202.22072 0.06247
Receptor #577 (233047.10000, 3803848.00000)
Hour ALL ALL88120607 205.09130 0.0000089111924 202.19640 0.0000090061908 207.23560 0.33964
95
CA_Calc.txt 2/22/2011
91030512 182.86570 0.1434392081513 199.13180 0.20120
Average 199.30416 0.13685
Receptor #578 (229547.10000, 3804348.00000)
Hour ALL ALL88092103 207.58680 0.0000089070921 210.55370 0.0000090020111 214.46940 0.2802991101906 195.16490 0.0000092090819 209.10010 0.00000
Average 207.37498 0.05606
Receptor #579 (230047.10000, 3804348.00000)
Hour ALL ALL88121522 202.57480 0.0000089081724 197.44270 0.0000090062121 195.31550 0.0000091030604 188.38850 0.0000092020807 192.55990 0.00000
Average 195.25628 0.00000
Receptor #580 (230547.10000, 3804348.00000)
Hour ALL ALL88021406 197.32660 0.0000089021121 195.55970 0.0000090062822 199.22580 0.0000091091709 184.23180 0.2617192030724 194.35200 0.00000
Average 194.13918 0.05234
Receptor #581 (231047.10000, 3804348.00000)
Hour ALL ALL88021406 202.90260 0.0000089071124 204.62770 0.0000090101519 204.52740 0.0000091091620 178.82350 0.0000092050323 192.83880 0.00000
Average 196.74400 0.00000
Receptor #582 (231547.10000, 3804348.00000)
Hour ALL ALL88012407 205.62910 0.0000089050609 198.36100 0.1344890121003 204.09900 0.0000091091205 179.48120 0.0000092060603 193.19630 0.00000
Average 196.15332 0.02690
Receptor #583 (232047.10000, 3804348.00000)
Hour ALL ALL88121818 204.38950 0.0000089021606 198.20100 0.0000090091023 200.43540 0.0000091060302 184.32340 0.00000
96
CA_Calc.txt 2/22/2011
92041003 198.18000 0.00000
Average 197.10586 0.00000
Receptor #584 (232547.10000, 3804348.00000)
Hour ALL ALL88071605 200.29200 0.0000089050609 207.91450 0.1481690011103 202.88350 0.0000091010615 188.63020 0.2354392022122 201.47690 0.00000
Average 200.23942 0.07672
Receptor #585 (233047.10000, 3804348.00000)
Hour ALL ALL88050522 198.86290 0.0000089110610 207.18380 0.3240090011711 206.98270 0.3394691120905 193.05670 0.0000092081323 204.11780 0.00000
Average 202.04078 0.13269
Receptor #586 (229047.10000, 3804848.00000)
Hour ALL ALL88081102 202.35530 0.0000089122514 195.90750 0.0925490070823 202.71780 0.0000091091721 202.85820 0.0000092082921 200.29910 0.00000
Average 200.82758 0.01851
Receptor #587 (229547.10000, 3804848.00000)
Hour ALL ALL88061620 204.35660 0.0000089021221 203.16740 0.0000090010307 184.79690 0.0000091121214 196.88330 0.2006892081003 200.69790 0.00000
Average 197.98042 0.04014
Receptor #588 (230047.10000, 3804848.00000)
Hour ALL ALL88121419 179.62510 0.0000089122519 200.47660 0.0000090082801 194.69070 0.0000091041601 184.39920 0.0000092012022 199.03010 0.00000
Average 191.64434 0.00000
Receptor #589 (230547.10000, 3804848.00000)
Hour ALL ALL88061808 204.27570 0.2258689101818 204.12110 0.0000090062121 198.29690 0.0000091080904 195.66930 0.0000092041215 197.57650 0.08240
97
CA_Calc.txt 2/22/2011
Average 199.98790 0.06165
Receptor #590 (231047.10000, 3804848.00000)
Hour ALL ALL88080806 200.73580 0.0000089071209 198.27590 0.1279790040112 199.10780 0.2293791122205 182.62810 0.0000092041215 195.44930 0.08506
Average 195.23938 0.08848
Receptor #591 (231547.10000, 3804848.00000)
Hour ALL ALL88021406 204.19870 0.0000089071209 198.87190 0.1345390082902 199.75940 0.0000091060302 177.25000 0.0000092101410 188.03290 0.32132
Average 193.62258 0.09117
Receptor #592 (232047.10000, 3804848.00000)
Hour ALL ALL88030504 201.07960 0.0000089100502 198.81560 0.0000090051404 202.79570 0.0000091010615 173.81190 0.2287192101624 181.62550 0.00000
Average 191.62566 0.04574
Receptor #593 (232547.10000, 3804848.00000)
Hour ALL ALL88121818 199.06570 0.0000089110711 196.27220 0.2992290110524 212.94550 0.0000091120618 181.41540 0.0000092103002 200.58350 0.00000
Average 198.05646 0.05984
Receptor #594 (233047.10000, 3804848.00000)
Hour ALL ALL88080802 203.61980 0.0000089121108 199.23720 0.0000090091023 200.50850 0.0000091100320 193.34400 0.0000092041003 197.36110 0.00000
Average 198.81412 0.00000
Receptor #595 (228547.10000, 3805348.00000)
Hour ALL ALL88052121 194.30980 0.0000089021507 194.86580 0.0000090082624 196.38250 0.0000091111418 198.95950 0.0000092042321 198.24630 0.00000
98
CA_Calc.txt 2/22/2011
Average 196.55278 0.00000
Receptor #596 (229047.10000, 3805348.00000)
Hour ALL ALL88072502 200.13880 0.0000089060721 205.64030 0.0000090041523 202.40580 0.0000091120824 194.48000 0.0000092090321 199.59180 0.00000
Average 200.45134 0.00000
Receptor #597 (229547.10000, 3805348.00000)
Hour ALL ALL88012419 188.62560 0.0000089061023 196.77190 0.0000090120621 182.67400 0.0000091062924 197.69030 0.0000092042211 196.03220 0.18026
Average 192.35880 0.03605
Receptor #598 (230047.10000, 3805348.00000)
Hour ALL ALL88121419 193.96030 0.0000089013124 199.06430 0.0000090082823 179.45510 0.0000091020520 192.62210 0.0000092081003 193.02400 0.00000
Average 191.62516 0.00000
Receptor #599 (230547.10000, 3805348.00000)
Hour ALL ALL88053005 179.91950 0.0000089122803 203.84640 0.0000090111221 196.50550 0.0000091032820 187.88030 0.0000092032224 200.82490 0.00000
Average 193.79532 0.00000
Receptor #600 (231047.10000, 3805348.00000)
Hour ALL ALL88111421 195.89940 0.0000089120603 199.45860 0.0000090011711 199.78660 0.2799191053002 191.57530 0.0000092102923 195.32930 0.00000
Average 196.40984 0.05598
Receptor #601 (231547.10000, 3805348.00000)
Hour ALL ALL88110201 203.55510 0.0000089062904 201.44650 0.0000090102823 205.13050 0.0000091011723 198.16290 0.0000092052322 192.74880 0.00000
Average 200.20876 0.00000
99
CA_Calc.txt 2/22/2011
Receptor #602 (232047.10000, 3805348.00000)
Hour ALL ALL88021207 213.33340 0.0000089100320 203.08580 0.0000090110601 202.93440 0.0000091011322 183.64480 0.0000092052322 192.06120 0.00000
Average 199.01192 0.00000
Receptor #603 (232547.10000, 3805348.00000)
Hour ALL ALL88051324 214.88520 0.0000089112618 195.59390 0.0000090092002 199.29560 0.0000091063002 170.65410 0.0000092050824 181.55690 0.00000
Average 192.39714 0.00000
Receptor #604 (233047.10000, 3805348.00000)
Hour ALL ALL88011304 202.98570 0.0000089050609 197.84210 0.1644990062901 210.50090 0.0000091061204 186.55990 0.0000092101018 184.20370 0.00000
Average 196.41846 0.03290
Receptor #605 (228547.10000, 3805848.00000)
Hour ALL ALL88061224 200.40300 0.0000089070724 195.45210 0.0000090091020 204.21890 0.0000091051301 202.22400 0.0000092042321 201.09380 0.00000
Average 200.67836 0.00000
Receptor #606 (229047.10000, 3805848.00000)
Hour ALL ALL88040922 199.39060 0.0000089051320 202.33360 0.0000090052202 198.10570 0.0000091111418 195.81150 0.0000092042211 191.76760 0.17435
Average 197.48180 0.03487
Receptor #607 (229547.10000, 3805848.00000)
Hour ALL ALL88062021 181.40370 0.0000089041701 194.22660 0.0000090060306 185.03330 0.0000091012920 197.74350 0.0000092112702 194.38760 0.00000
Average 190.55894 0.00000
100
CA_Calc.txt 2/22/2011
Receptor #608 (230047.10000, 3805848.00000)
Hour ALL ALL88062023 191.92460 0.0000089061023 202.25050 0.0000090102722 192.56960 0.0000091111604 200.52320 0.0000092113019 198.54490 0.00000
Average 197.16256 0.00000
Receptor #609 (230547.10000, 3805848.00000)
Hour ALL ALL88121419 189.62400 0.0000089011819 200.89850 0.0000090072324 178.94570 0.0000091010605 197.71750 0.0000092081821 197.87100 0.00000
Average 193.01134 0.00000
Receptor #610 (231047.10000, 3805848.00000)
Hour ALL ALL88082422 175.89840 0.0000089122622 206.07420 0.0000090082801 194.13030 0.0000091091709 186.95250 0.2852892072405 198.18370 0.00000
Average 192.24782 0.05706
Receptor #611 (231547.10000, 3805848.00000)
Hour ALL ALL88030305 195.64130 0.0000089041803 212.10180 0.0000090090302 199.15350 0.0000091122205 190.27170 0.0000092101701 197.63390 0.00000
Average 198.96044 0.00000
Receptor #612 (232047.10000, 3805848.00000)
Hour ALL ALL88051602 201.60260 0.0000089080106 202.31830 0.0000090111820 208.93450 0.0000091101807 199.60020 0.0000092060701 194.71470 0.00000
Average 201.43406 0.00000
Receptor #613 (232547.10000, 3805848.00000)
Hour ALL ALL88111421 206.95320 0.0000089110711 204.93700 0.3112690020610 205.47370 0.1355791071808 180.68360 0.3328492011812 185.22550 0.15762
Average 196.65460 0.18746
Receptor #614 (233047.10000, 3805848.00000)
101
CA_Calc.txt 2/22/2011
Hour ALL ALL88082604 214.72340 0.0000089112512 199.24120 0.1413090011711 199.15140 0.3680591061204 176.03310 0.0000092030724 188.49030 0.00000
Average 195.52788 0.10187
Receptor #615 (228547.10000, 3806348.00000)
Hour ALL ALL88052124 190.44960 0.0000089021221 203.15330 0.0000090091021 202.90300 0.0000091092507 200.51430 0.0000092070921 193.58930 0.00000
Average 198.12190 0.00000
Receptor #616 (229047.10000, 3806348.00000)
Hour ALL ALL88021722 186.28620 0.0000089052204 191.42700 0.0000090080424 186.34930 0.0000091121214 196.63370 0.1965092032122 200.05760 0.00000
Average 192.15076 0.03930
Receptor #617 (229547.10000, 3806348.00000)
Hour ALL ALL88102819 194.29670 0.0000089122514 197.65190 0.0980890053021 192.90260 0.0000091121214 195.02670 0.2051392010521 188.86280 0.00000
Average 193.74814 0.06064
Receptor #618 (230047.10000, 3806348.00000)
Hour ALL ALL88072502 186.84820 0.0000089032604 195.87930 0.0000090050203 184.52370 0.0000091100511 192.91040 0.2088192040924 195.13090 0.00000
Average 191.05850 0.04176
Receptor #619 (230547.10000, 3806348.00000)
Hour ALL ALL88030721 181.45650 0.0000089082009 202.79460 0.2727290012704 185.19120 0.0000091030602 193.69030 0.0000092062805 196.09630 0.00000
Average 191.84578 0.05454
Receptor #620 (231047.10000, 3806348.00000)
102
CA_Calc.txt 2/22/2011
Hour ALL ALL88110720 189.35070 0.0000089111801 200.65930 0.0000090012704 178.06120 0.0000091101907 197.99270 0.0000092081821 193.68380 0.00000
Average 191.94954 0.00000
Receptor #621 (231547.10000, 3806348.00000)
Hour ALL ALL88092103 173.43690 0.0000089041624 208.49110 0.0000090061908 194.35770 0.3184991051022 182.95230 0.0000092060920 195.32040 0.00000
Average 190.91168 0.06370
Receptor #622 (232047.10000, 3806348.00000)
Hour ALL ALL88121522 194.33220 0.0000089112002 213.81900 0.0000090011807 210.65770 0.0000091030604 192.86820 0.0000092032203 198.50950 0.00000
Average 202.03732 0.00000
Receptor #623 (232547.10000, 3806348.00000)
Hour ALL ALL88082623 203.88060 0.0000089112512 196.63710 0.1358590020610 213.69580 0.1370091120823 192.79940 0.0000092041215 189.90180 0.09997
Average 199.38294 0.07456
Receptor #624 (233047.10000, 3806348.00000)
Hour ALL ALL88061808 209.39710 0.3042689082009 201.17910 0.3746690012223 213.65040 0.0000091122205 190.22170 0.0000092011812 182.31070 0.17005
Average 199.35180 0.16979
Receptor #625 (228547.10000, 3806848.00000)
Hour ALL ALL88030719 188.14280 0.0000089031202 192.72010 0.0000090091022 200.14350 0.0000091022707 197.27860 0.0000092012122 192.02450 0.00000
Average 194.06190 0.00000
Receptor #626 (229047.10000, 3806848.00000)
Hour ALL ALL
103
CA_Calc.txt 2/22/2011
88052121 178.18360 0.0000089073103 195.75190 0.0000090091020 194.31820 0.0000091051301 194.27960 0.0000092030324 198.75750 0.00000
Average 192.25816 0.00000
Receptor #627 (229547.10000, 3806848.00000)
Hour ALL ALL88062022 190.24700 0.0000089052204 195.24370 0.0000090112211 189.43060 0.1102691061502 198.28470 0.0000092102605 189.42930 0.00000
Average 192.52706 0.02205
Receptor #628 (230047.10000, 3806848.00000)
Hour ALL ALL88030722 193.32890 0.0000089022520 193.56460 0.0000090042103 187.77440 0.0000091071805 195.17030 0.0000092102721 193.31790 0.00000
Average 192.63122 0.00000
Receptor #629 (230547.10000, 3806848.00000)
Hour ALL ALL88050403 183.40570 0.0000089041701 201.66760 0.0000090090301 190.36700 0.0000091011807 196.31550 0.0000092120619 194.87620 0.00000
Average 193.32640 0.00000
Receptor #630 (231047.10000, 3806848.00000)
Hour ALL ALL88081002 177.75110 0.0000089082009 200.00240 0.2896090042105 187.22460 0.0000091120623 196.07340 0.0000092062805 196.67730 0.00000
Average 191.54576 0.05792
Receptor #631 (231547.10000, 3806848.00000)
Hour ALL ALL88110720 183.87210 0.0000089052208 200.19030 0.3094390011711 174.81990 0.3055091120821 205.79630 0.0000092081821 190.40210 0.00000
Average 191.01614 0.12299
Receptor #632 (232547.10000, 3806848.00000)
Hour ALL ALL88121522 186.08890 0.00000
104
CA_Calc.txt 2/22/2011
89082009 204.27690 0.3513890011807 202.25890 0.0000091040803 186.93010 0.0000092041215 194.89380 0.10063
Average 194.88972 0.09040
Receptor #633 (233047.10000, 3806848.00000)
Hour ALL ALL88082623 193.69500 0.0000089120603 194.80070 0.0000090012223 200.47810 0.0000091120823 194.69030 0.0000092081513 185.24290 0.22264
Average 193.78140 0.04453
Receptor #634 (228547.10000, 3807348.00000)
Hour ALL ALL88061704 196.48660 0.0000089061601 193.21880 0.0000090021502 197.18970 0.0000091021624 197.35420 0.0000092012508 189.23540 0.00000
Average 194.69694 0.00000
Receptor #635 (229047.10000, 3807348.00000)
Hour ALL ALL88030222 181.72130 0.0000089100520 199.36210 0.0000090042104 195.12720 0.0000091121707 201.68540 0.0000092071902 193.58230 0.00000
Average 194.29566 0.00000
Receptor #636 (229547.10000, 3807348.00000)
Hour ALL ALL88080706 180.28940 0.0000089070601 192.31340 0.0000090011023 203.13440 0.0000091052922 197.91230 0.0000092101622 196.74910 0.00000
Average 194.07972 0.00000
Receptor #637 (230047.10000, 3807348.00000)
Hour ALL ALL88102524 186.71100 0.0000089110711 195.63730 0.2402190082624 191.22400 0.0000091100511 202.41720 0.2102792042211 182.14700 0.19226
Average 191.62730 0.12855
Receptor #638 (230547.10000, 3807348.00000)
Hour ALL ALL88062021 193.50930 0.0000089123004 203.96690 0.00000
105
CA_Calc.txt 2/22/2011
90081021 180.80320 0.0000091051306 190.50410 0.0000092102605 192.22660 0.00000
Average 192.20202 0.00000
Receptor #639 (231047.10000, 3807348.00000)
Hour ALL ALL88021720 169.04230 0.0000089022520 211.31740 0.0000090061924 191.30580 0.0000091120822 192.69400 0.0000092051405 196.52020 0.00000
Average 192.17594 0.00000
Receptor #640 (228547.10000, 3807848.00000)
Hour ALL ALL88062822 185.47010 0.0000089062221 200.25830 0.0000090080423 197.52360 0.0000091061503 198.41390 0.0000092123012 189.37940 0.07254
Average 194.20906 0.01451
Receptor #641 (229047.10000, 3807848.00000)
Hour ALL ALL88081504 174.51390 0.0000089062822 194.07450 0.0000090112211 204.61280 0.1058491071509 199.75020 0.1948592030710 186.47440 0.17707
Average 191.88516 0.09555
Receptor #642 (229547.10000, 3807848.00000)
Hour ALL ALL88052504 178.38280 0.0000089081923 200.91570 0.0000090112211 194.30550 0.1102491041024 197.20780 0.0000092072020 199.35470 0.00000
Average 194.03330 0.02205
Receptor #643 (230547.10000, 3807848.00000)
Hour ALL ALL88050403 192.09120 0.0000089110711 197.37480 0.2523490101419 185.37090 0.0000091071509 202.97160 0.2196392091822 190.12310 0.00000
Average 193.58632 0.09439
Receptor #644 (231047.10000, 3807848.00000)
Hour ALL ALL88072502 191.05150 0.0000089110711 207.10900 0.2629790100903 186.48500 0.00000
106
CA_Calc.txt 2/22/2011
91101803 188.96380 0.0000092091822 200.11920 0.00000
Average 194.74570 0.05259
Receptor #645 (231547.10000, 3807848.00000)
Hour ALL ALL88040924 172.39370 0.0000089041623 209.80150 0.0000090072324 197.92890 0.0000091012920 191.34210 0.0000092041215 191.87730 0.09198
Average 192.66870 0.01840
Receptor #646 (228547.10000, 3808348.00000)
Hour ALL ALL88072423 179.68530 0.0000089083002 205.99720 0.0000090050321 193.45340 0.0000091120902 187.31690 0.0000092081021 201.37680 0.00000
Average 193.56592 0.00000
Receptor #647 (229047.10000, 3808348.00000)
Hour ALL ALL88102523 187.26520 0.0000089100520 187.50360 0.0000090060224 205.34180 0.0000091062922 188.69210 0.0000092011819 187.19890 0.00000
Average 191.20032 0.00000
Receptor #648 (229547.10000, 3808348.00000)
Hour ALL ALL88080706 178.12300 0.0000089082205 207.26460 0.0000090080623 191.49850 0.0000091072820 203.77410 0.0000092031623 193.48410 0.00000
Average 194.82886 0.00000
Receptor #649 (231047.10000, 3808348.00000)
Hour ALL ALL88072502 187.93540 0.0000089111006 195.89970 0.0000090042103 183.34610 0.0000091071805 191.39470 0.0000092051003 188.92450 0.00000
Average 189.50008 0.00000
Receptor #650 (228547.10000, 3808848.00000)
Hour ALL ALL88102519 177.60540 0.0000089073105 200.68810 0.0000090050321 199.93260 0.0000091112320 195.49110 0.00000
107
CA_Calc.txt 2/22/2011
92102606 205.95710 0.00000
Average 195.93486 0.00000
Receptor #651 (229047.10000, 3808848.00000)
Hour ALL ALL88110221 186.07450 0.0000089041723 185.46880 0.0000090071603 196.82070 0.0000091072001 195.51170 0.0000092090421 185.99570 0.00000
Average 189.97428 0.00000
Receptor #652 (229547.10000, 3808848.00000)
Hour ALL ALL88032101 171.38420 0.0000089081923 197.14090 0.0000090080423 194.10100 0.0000091051302 198.32390 0.0000092070921 188.81250 0.00000
Average 189.95250 0.00000
Receptor #653 (230047.10000, 3808848.00000)
Hour ALL ALL88052504 172.39790 0.0000089010624 200.73500 0.0000090090520 187.73100 0.0000091101509 191.88040 0.2541192032902 195.15300 0.00000
Average 189.57946 0.05082
Receptor #654 (231547.10000, 3808848.00000)
Hour ALL ALL88072502 191.12980 0.0000089052208 199.92330 0.3056590012012 172.18400 0.1151191080720 195.12010 0.0000092051003 195.58520 0.00000
Average 190.78848 0.08415
Receptor #655 (228547.10000, 3809348.00000)
Hour ALL ALL88042005 182.37510 0.0000089092304 185.60960 0.0000090052601 198.65420 0.0000091091401 194.21610 0.0000092072303 198.93860 0.00000
Average 191.95872 0.00000
Receptor #656 (229047.10000, 3809348.00000)
Hour ALL ALL88110221 181.70030 0.0000089051601 196.95200 0.0000090052422 191.36470 0.0000091072001 190.55870 0.0000092090421 193.99090 0.00000
108
CA_Calc.txt 2/22/2011
Average 190.91332 0.00000
Receptor #657 (229047.10000, 3810348.00000)
Hour ALL ALL88102519 178.42810 0.0000089053022 191.76480 0.0000090073122 191.05120 0.0000091022206 185.72840 0.0000092030120 206.23310 0.00000
Average 190.64112 0.00000
Receptor #658 (225547.10000, 3794348.00000)
Hour ALL ALL88111401 191.97240 0.0000089082704 192.32420 0.0000090100505 188.95730 0.0000091112718 196.98320 0.0000092061423 187.71490 0.00000
Average 191.59040 0.00000
Receptor #659 (228547.10000, 3794348.00000)
Hour ALL ALL88022207 193.01080 0.0000089012608 194.47890 0.0000090103006 193.01630 0.0000091031623 193.76640 0.0000092091705 192.03600 0.00000
Average 193.26168 0.00000
Receptor #660 (229547.10000, 3794348.00000)
Hour ALL ALL88080121 196.80930 0.0000089072303 189.14990 0.0000090122923 199.12370 0.0000091122017 190.17030 0.0000092111712 204.35180 0.17412
Average 195.92100 0.03482
Receptor #661 (230547.10000, 3794348.00000)
Hour ALL ALL88011823 218.40040 0.0000089012521 191.78900 0.0000090012321 220.53900 0.0000091061920 207.81640 0.0000092060121 201.51480 0.00000
Average 208.01192 0.00000
Receptor #662 (231547.10000, 3794348.00000)
Hour ALL ALL88043024 223.35370 0.0000089052009 217.04640 0.1773890011503 221.35920 0.0000091020224 210.28460 0.0000092062320 216.19130 0.00000
109
CA_Calc.txt 2/22/2011
Average 217.64704 0.03548
Receptor #663 (232547.10000, 3794348.00000)
Hour ALL ALL88041023 248.88680 0.0000089092922 221.66910 0.0000090122918 222.49030 0.0000091110324 212.07310 0.0000092020802 222.61000 0.00000
Average 225.54586 0.00000
Receptor #664 (233547.10000, 3794348.00000)
Hour ALL ALL88081201 197.19820 0.0000089041410 190.00580 0.0798690102410 192.60640 0.1930791062908 175.66460 0.1681292121522 191.40360 0.00000
Average 189.37572 0.08821
Receptor #665 (237547.10000, 3794348.00000)
Hour ALL ALL88031321 219.90530 0.0000089110720 214.94070 0.0000090080709 214.83000 0.1427891011820 208.93360 0.0000092112321 200.99320 0.00001
Average 211.92056 0.02856
Receptor #666 (238547.10000, 3794348.00000)
Hour ALL ALL88120224 248.15000 0.0000089052503 216.35530 0.0000090081404 240.13980 0.0000091032007 241.07310 0.0000092032201 203.99800 0.00000
Average 229.94324 0.00000
Receptor #667 (239547.10000, 3794348.00000)
Hour ALL ALL88053024 232.30230 0.0000089121408 214.90150 0.0000090082905 232.46980 0.0000091071424 243.22980 0.0000092091906 241.70430 0.00000
Average 232.92154 0.00000
Receptor #668 (240547.10000, 3794348.00000)
Hour ALL ALL88052508 204.93810 0.1324389042509 196.03670 0.2138990082703 203.33970 0.0000091112305 198.22870 0.0000092020223 211.72920 0.00000
Average 202.85448 0.06926
110
CA_Calc.txt 2/22/2011
Receptor #669 (225547.10000, 3795348.00000)
Hour ALL ALL88062802 195.93200 0.0000089070301 192.33230 0.0000090110724 190.32260 0.0000091020307 192.41600 0.0000092092005 191.72920 0.00000
Average 192.54642 0.00000
Receptor #670 (230547.10000, 3795348.00000)
Hour ALL ALL88012001 216.30300 0.0000089100305 198.62930 0.0000090082004 206.99010 0.0000091062902 207.50410 0.0000092040104 216.49370 0.00000
Average 209.18404 0.00000
Receptor #671 (231547.10000, 3795348.00000)
Hour ALL ALL88030223 242.46190 0.0000089110606 212.09350 0.0000090012320 240.51070 0.0000091040206 212.73680 0.0000092072004 229.42960 0.00000
Average 227.44650 0.00000
Receptor #672 (232547.10000, 3795348.00000)
Hour ALL ALL88051221 250.06360 0.0000089012820 244.02420 0.0000090030307 239.77530 0.0000091121219 245.48380 0.0000092061821 225.27980 0.00000
Average 240.92534 0.00000
Receptor #673 (233547.10000, 3795348.00000)
Hour ALL ALL88012821 207.07260 0.0000089010706 233.45660 0.0000090050402 220.88740 0.0000091071202 198.23410 0.0000092071903 217.45200 0.00000
Average 215.42054 0.00000
Receptor #674 (234547.10000, 3795348.00000)
Hour ALL ALL88091924 199.04480 0.0000089062106 195.13290 0.0000090081012 200.06050 0.0627791090419 187.69880 0.0000092042321 189.67440 0.00000
Average 194.32228 0.01255
111
CA_Calc.txt 2/22/2011
Receptor #675 (235547.10000, 3795348.00000)
Hour ALL ALL88061723 212.00270 0.0000089071601 204.89600 0.0000690081012 198.93160 0.0625991061924 196.61800 0.0000592021419 193.76760 0.00000
Average 201.24318 0.01254
Receptor #676 (236547.10000, 3795348.00000)
Hour ALL ALL88122320 192.13910 0.0000089052009 196.87280 0.2102990091021 221.06340 0.0000091061423 223.71040 0.0000092080323 192.39140 0.00005
Average 205.23542 0.04207
Receptor #677 (237547.10000, 3795348.00000)
Hour ALL ALL88110607 230.60290 0.0000089120604 253.06690 0.0000090072203 228.48530 0.0000091020521 218.44970 0.0000092012022 243.87020 0.00000
Average 234.89500 0.00000
Receptor #678 (238547.10000, 3795348.00000)
Hour ALL ALL88011304 260.04990 0.0000089022519 250.23090 0.0000090042405 261.34730 0.0000091053003 229.94200 0.0000092102922 239.53510 0.00000
Average 248.22104 0.00000
Receptor #679 (239547.10000, 3795348.00000)
Hour ALL ALL88012121 246.25560 0.0000089111207 231.52620 0.0000090082423 231.88470 0.0000091013020 208.57540 0.0000092071004 231.14520 0.00000
Average 229.87742 0.00000
Receptor #680 (240547.10000, 3795348.00000)
Hour ALL ALL88052508 220.90560 0.1342389122117 216.32400 0.0000090082805 205.77280 0.0000091040106 187.91060 0.0000092091920 212.94140 0.00000
Average 208.77088 0.02685
Receptor #681 (225547.10000, 3796348.00000)
112
CA_Calc.txt 2/22/2011
Hour ALL ALL88042702 200.09340 0.0000089121106 198.06970 0.0000090010320 193.47550 0.0000091081706 195.87160 0.0000092091624 193.34440 0.00000
Average 196.17092 0.00000
Receptor #682 (230547.10000, 3796348.00000)
Hour ALL ALL88111603 205.24370 0.0000089051304 204.37290 0.0000090072003 215.05830 0.0000091051506 210.74160 0.0000092071923 204.97830 0.00000
Average 208.07896 0.00000
Receptor #683 (231547.10000, 3796348.00000)
Hour ALL ALL88061604 206.05090 0.0000089050906 239.80290 0.0000090040921 244.92800 0.0000091011320 193.88110 0.0000092051020 236.03920 0.00000
Average 224.14042 0.00000
Receptor #684 (232547.10000, 3796348.00000)
Hour ALL ALL88022507 222.14970 0.0000089042323 224.45690 0.0000090020905 242.83080 0.0000091101424 206.47980 0.0000092102901 223.95300 0.00000
Average 223.97404 0.00000
Receptor #685 (233547.10000, 3796348.00000)
Hour ALL ALL88032503 228.35820 0.0000089040301 228.10760 0.0000090020112 243.13870 0.2376391091021 218.99300 0.0000092090506 241.44110 0.00000
Average 232.00772 0.04753
Receptor #686 (234547.10000, 3796348.00000)
Hour ALL ALL88122019 228.88190 0.0000089082106 219.65050 0.0000090112719 238.45270 0.0000091073123 249.05380 0.0000092120324 237.52950 0.00000
Average 234.71368 0.00000
Receptor #687 (235547.10000, 3796348.00000)
113
CA_Calc.txt 2/22/2011
Hour ALL ALL88061921 253.39890 0.0000089042509 235.60520 0.2389490122301 249.89420 0.0000091112311 213.35420 0.0949992061923 238.82860 0.00000
Average 238.21622 0.06679
Receptor #688 (236547.10000, 3796348.00000)
Hour ALL ALL88062821 243.13320 0.0000089090920 266.43260 0.0000090051905 245.37030 0.0000091071303 239.67400 0.0000092081922 231.62950 0.00000
Average 245.24792 0.00000
Receptor #689 (237547.10000, 3796348.00000)
Hour ALL ALL88052121 239.38060 0.0000089032522 243.12140 0.0000090092619 242.19190 0.0000091111419 241.31810 0.0000092072306 232.40540 0.00000
Average 239.68348 0.00000
Receptor #690 (238547.10000, 3796348.00000)
Hour ALL ALL88121920 216.32300 0.0000089122519 258.20630 0.0000090021122 243.83830 0.0000091030604 235.36890 0.0000092060920 236.17910 0.00000
Average 237.98312 0.00000
Receptor #691 (239547.10000, 3796348.00000)
Hour ALL ALL88120124 245.79790 0.0000089100320 231.37480 0.0000090082902 217.21800 0.0000091112311 195.20290 0.0938692072008 194.60460 0.19779
Average 216.83964 0.05833
Receptor #692 (240547.10000, 3796348.00000)
Hour ALL ALL88120803 216.68770 0.0000089061903 202.97660 0.0000090091023 206.11150 0.0000091081107 191.14140 0.1352092041121 201.31860 0.00000
Average 203.64716 0.02704
Receptor #693 (225547.10000, 3797348.00000)
Hour ALL ALL
114
CA_Calc.txt 2/22/2011
88042623 221.40440 0.0000089080620 210.14290 0.0000090102701 221.26140 0.0000091040102 228.44300 0.0000092092005 224.10410 0.00000
Average 221.07116 0.00000
Receptor #694 (226547.10000, 3797348.00000)
Hour ALL ALL88052824 200.75980 0.0000289112921 197.80930 0.0000190102504 219.94400 0.0000091041202 196.62700 0.0000892120806 200.51090 0.00000
Average 203.13020 0.00002
Receptor #695 (227547.10000, 3797348.00000)
Hour ALL ALL88080121 188.24440 0.0000089022507 192.88210 0.0000090080506 190.28900 0.0000091112717 179.81660 0.0000092111320 197.57870 0.00001
Average 189.76216 0.00000
Receptor #696 (225547.10000, 3798348.00000)
Hour ALL ALL88011603 280.14420 0.0000089122723 253.25230 0.0000090090202 271.58070 0.0000091122507 269.63960 0.0000092092005 268.79740 0.00000
Average 268.68284 0.00000
Receptor #697 (226547.10000, 3798348.00000)
Hour ALL ALL88061503 211.64870 0.0000089042201 212.54760 0.0000090120717 229.75000 0.0002291121818 204.75280 0.0000192012002 230.85480 0.00000
Average 217.91078 0.00005
Receptor #698 (227547.10000, 3798348.00000)
Hour ALL ALL88020519 219.45420 0.0000289040103 188.90010 0.0004890102624 192.13770 0.0000091110702 194.13170 0.0000292112824 195.46920 0.00000
Average 198.01858 0.00010
Receptor #699 (225547.10000, 3799348.00000)
Hour ALL ALL88101624 328.97960 0.00000
115
CA_Calc.txt 2/22/2011
89020608 305.75620 0.0000090020108 325.31490 0.0000091081704 318.18700 0.0000092062321 314.44940 0.00000
Average 318.53742 0.00000
Receptor #700 (226547.10000, 3799348.00000)
Hour ALL ALL88061701 307.81380 0.0000089020604 253.61030 0.0000090081903 241.38550 0.0000091011405 266.70480 0.0000092042704 255.45000 0.00000
Average 264.99288 0.00000
Receptor #701 (227547.10000, 3799348.00000)
Hour ALL ALL88080206 187.70240 0.0000089122504 204.66320 0.0000090060102 172.17550 0.0000091042704 177.15330 0.0000192121522 215.84610 0.00000
Average 191.50810 0.00000
Receptor #702 (226547.10000, 3800348.00000)
Hour ALL ALL88120106 257.52050 0.0000089021208 232.23200 0.0000090110119 177.37540 0.0000091071403 249.48590 0.0000092050324 271.22270 0.00000
Average 237.56730 0.00000
Receptor #703 (227547.10000, 3800348.00000)
Hour ALL ALL88051901 241.80710 0.0000089071723 236.41370 0.0000090042201 193.38760 0.0009291103021 248.55640 0.0000092070223 180.78560 0.00000
Average 220.19008 0.00018
Receptor #704 (225547.10000, 3801348.00000)
Hour ALL ALL88053116 210.38980 0.0053389043022 201.98360 0.0000090071812 202.69840 0.0358491043021 200.94750 0.0016792063023 201.09370 0.00000
Average 203.42260 0.00857
Receptor #705 (226547.10000, 3801348.00000)
Hour ALL ALL88113023 319.84820 0.0000089052502 295.51250 0.00000
116
CA_Calc.txt 2/22/2011
90061502 294.66950 0.0000091120905 275.08150 0.0000092052404 293.10100 0.00000
Average 295.64254 0.00000
Receptor #706 (227547.10000, 3801348.00000)
Hour ALL ALL88051524 268.48440 0.0000089061102 241.72550 0.0000090082723 240.75990 0.0000091091103 219.04670 0.0000092032201 236.00050 0.00000
Average 241.20340 0.00000
Receptor #707 (225547.10000, 3802348.00000)
Hour ALL ALL88010105 333.58950 0.0000089043022 298.29550 0.0000090102419 319.18270 0.0000091042701 281.81600 0.0000092081521 258.61940 0.00000
Average 298.30062 0.00000
Receptor #708 (226547.10000, 3802348.00000)
Hour ALL ALL88052121 260.31230 0.0000089013121 275.40610 0.0000090042103 235.84240 0.0000091071304 276.80030 0.0000092091822 257.16800 0.00000
Average 261.10582 0.00000
Receptor #709 (227547.10000, 3802348.00000)
Hour ALL ALL88080806 239.19610 0.0000089041606 239.56340 0.0000090011620 233.41280 0.0000091040724 222.40200 0.0000092102119 212.95200 0.00000
Average 229.50526 0.00000
Receptor #710 (225547.10000, 3803348.00000)
Hour ALL ALL88041503 246.01370 0.0000089110705 228.54380 0.0000090090222 231.10720 0.0000091121708 229.10050 0.0000092081022 213.91670 0.00000
Average 229.73638 0.00000
Receptor #711 (226547.10000, 3803348.00000)
Hour ALL ALL88082606 217.93740 0.0000089062221 222.02560 0.0000090080423 234.44370 0.00000
117
CA_Calc.txt 2/22/2011
91031405 222.27070 0.0000092080522 210.94630 0.00007
Average 221.52474 0.00001
Receptor #712 (227547.10000, 3803348.00000)
Hour ALL ALL88022620 204.99900 0.0000089041701 224.46130 0.0000090031402 210.67340 0.0000091071102 211.63720 0.0000192051405 210.11570 0.00000
Average 212.37732 0.00000
Receptor #713 (225547.10000, 3804348.00000)
Hour ALL ALL88040302 209.70230 0.0000089071601 195.55320 0.0000890021503 209.97740 0.0000091061901 203.30110 0.0000092073022 194.22470 0.00002
Average 202.55174 0.00002
Receptor #714 (226547.10000, 3804348.00000)
Hour ALL ALL88082920 203.18090 0.0000389071302 202.41950 0.0000490073021 205.15740 0.0000191071303 203.32820 0.0000092061003 200.52410 0.00004
Average 202.92202 0.00002
Receptor #715 (227547.10000, 3804348.00000)
Hour ALL ALL88091319 184.05670 0.0000189082922 190.49980 0.0000090011502 197.44730 0.0000091082120 205.46320 0.0000092070920 190.29340 0.00001
Average 193.55208 0.00000
Receptor #716 (225547.10000, 3805348.00000)
Hour ALL ALL88082324 199.94900 0.0000089041620 190.66380 0.0000090042321 194.50640 0.0000091092521 187.17010 0.0000092051420 194.30800 0.00000
Average 193.31946 0.00000
Receptor #717 (226547.10000, 3805348.00000)
Hour ALL ALL88070220 188.17580 0.0000089082120 191.05650 0.0000190082005 189.96410 0.0000091022519 192.01980 0.00000
118
CA_Calc.txt 2/22/2011
92011624 192.93610 0.00000
Average 190.83046 0.00000
Receptor #718 (227547.10000, 3805348.00000)
Hour ALL ALL88110221 186.84790 0.0000089071606 192.06730 0.0000090080623 201.79620 0.0000091070620 194.83320 0.0000092060912 188.43090 0.08158
Average 192.79510 0.01632
Receptor #719 (225547.10000, 3806348.00000)
Hour ALL ALL88102401 199.17260 0.0000089123019 192.07370 0.0000090080621 200.40210 0.0000091061910 187.46960 0.0692492062003 199.06780 0.00000
Average 195.63716 0.01385
Receptor #720 (226547.10000, 3806348.00000)
Hour ALL ALL88080722 194.55760 0.0000089021504 202.76850 0.0000090052524 191.83990 0.0000091100511 194.28780 0.1595192111418 193.57040 0.00000
Average 195.40484 0.03190
Receptor #721 (227547.10000, 3806348.00000)
Hour ALL ALL88062821 187.53870 0.0000089041621 203.99090 0.0000090071603 196.63000 0.0000091050506 192.63810 0.0000092050905 193.18530 0.00000
Average 194.79660 0.00000
Receptor #722 (225547.10000, 3807348.00000)
Hour ALL ALL88072805 195.68740 0.0000089090121 189.68640 0.0000090073023 198.99400 0.0000091061822 187.28910 0.0000092081704 206.51860 0.00000
Average 195.63510 0.00000
Receptor #723 (226547.10000, 3807348.00000)
Hour ALL ALL88102323 196.54860 0.0000089082022 198.18320 0.0000090090920 197.73150 0.0000091061424 197.46830 0.0000092081006 197.61060 0.00000
119
CA_Calc.txt 2/22/2011
Average 197.50844 0.00000
Receptor #724 (227547.10000, 3807348.00000)
Hour ALL ALL88060421 193.89510 0.0000089091021 197.53720 0.0000090011605 194.26100 0.0000091081421 206.88160 0.0000092072122 198.75500 0.00000
Average 198.26598 0.00000
Receptor #725 (225547.10000, 3808348.00000)
Hour ALL ALL88061923 192.70650 0.0000089112513 188.64160 0.0883690082523 201.34120 0.0000091072810 193.73660 0.1045392051420 205.86220 0.00000
Average 196.45762 0.03858
Receptor #726 (226547.10000, 3808348.00000)
Hour ALL ALL88061924 195.93510 0.0000089071304 193.83050 0.0000090041709 193.78780 0.1994691031404 190.80660 0.0000092041108 198.88580 0.17296
Average 194.64916 0.07448
Receptor #727 (227547.10000, 3808348.00000)
Hour ALL ALL88021719 186.22350 0.0000089122718 199.80540 0.0000090112211 183.47800 0.0946691041405 190.86320 0.0000092040322 197.84570 0.00000
Average 191.64316 0.01893
Receptor #728 (225547.10000, 3809348.00000)
Hour ALL ALL88040521 188.51870 0.0000089112513 181.34280 0.0877190042321 197.89040 0.0000091110122 189.57670 0.0000092073105 201.10510 0.00000
Average 191.68674 0.01754
Receptor #729 (226547.10000, 3809348.00000)
Hour ALL ALL88102323 190.63190 0.0000089062223 192.37010 0.0000090081123 203.15740 0.0000091101107 185.10470 0.0000092031419 186.05060 0.00000
120
CA_Calc.txt 2/22/2011
Average 191.46294 0.00000
Receptor #730 (226547.10000, 3810348.00000)
Hour ALL ALL88102324 192.59200 0.0000089091504 189.39420 0.0000090091924 194.23790 0.0000091031404 183.54710 0.0000092062721 185.54240 0.00000
Average 189.06272 0.00000
Receptor #731 (224547.10000, 3794348.00000)
Hour ALL ALL88102623 196.93710 0.0000089050721 203.34890 0.0000090010204 192.48110 0.0000091093001 193.72780 0.0000092030606 192.62380 0.00000
Average 195.82374 0.00000
Receptor #732 (224547.10000, 3795348.00000)
Hour ALL ALL88102623 182.96440 0.0000089010507 192.00000 0.0000090082324 196.84620 0.0000091102119 196.42700 0.0000092091801 191.91820 0.00000
Average 192.03116 0.00000
Receptor #733 (224547.10000, 3797348.00000)
Hour ALL ALL88123002 196.31270 0.0000689052902 192.01330 0.0000390072823 196.46830 0.0000791112620 194.40520 0.0000192100206 186.08520 0.00000
Average 193.05694 0.00003
Receptor #734 (224547.10000, 3798348.00000)
Hour ALL ALL88040919 229.53070 0.0000089080305 230.56640 0.0000090080802 213.36240 0.0002391042503 222.49190 0.0000392092724 213.97780 0.00000
Average 221.98584 0.00005
Receptor #735 (224547.10000, 3799348.00000)
Hour ALL ALL88091902 280.80580 0.0000089091305 277.21440 0.0000090091120 287.54090 0.0000091101503 308.52670 0.0000092070723 263.53400 0.00000
Average 283.52436 0.00000
121
CA_Calc.txt 2/22/2011
Receptor #736 (224547.10000, 3800348.00000)
Hour ALL ALL88100901 278.90690 0.0000089020524 284.25800 0.0000190060524 267.58080 0.0000091041123 273.76470 0.0000092060304 277.36490 0.00000
Average 276.37506 0.00000
Receptor #737 (224547.10000, 3801348.00000)
Hour ALL ALL88020106 260.06190 0.0000089121121 305.99250 0.0000090080322 298.60140 0.0000091080122 250.94160 0.0000092020324 304.41060 0.00000
Average 284.00160 0.00000
Receptor #738 (224547.10000, 3802348.00000)
Hour ALL ALL88061620 298.01790 0.0000089123024 303.83810 0.0000090071723 310.52210 0.0000091013018 280.31470 0.0000092050120 291.90520 0.00000
Average 296.91960 0.00000
Receptor #739 (224547.10000, 3803348.00000)
Hour ALL ALL88080402 219.92060 0.0000389121119 220.77200 0.0000090041001 203.41450 0.0000191050519 202.87370 0.0017392080404 218.82120 0.00012
Average 213.16040 0.00038
Receptor #740 (224547.10000, 3804348.00000)
Hour ALL ALL88040219 193.48540 0.0000389050105 186.59310 0.0001990061321 194.09230 0.0000291091320 192.06500 0.0000092011219 206.12630 0.00000
Average 194.47242 0.00005
Receptor #741 (224547.10000, 3805348.00000)
Hour ALL ALL88081423 191.98040 0.0000089091523 179.08470 0.0000390103118 177.63480 0.0000091110121 200.75600 0.0000092122519 195.97080 0.00000
Average 189.08534 0.00001
122
CA_Calc.txt 2/22/2011
Receptor #742 (224547.10000, 3806348.00000)
Hour ALL ALL88080322 193.29680 0.0000089091201 169.35560 0.0000090053121 199.74700 0.0000091060821 203.08550 0.0000092041824 198.66560 0.00000
Average 192.83010 0.00000
Receptor #743 (224547.10000, 3807348.00000)
Hour ALL ALL88082609 171.61150 0.1888589091201 173.98670 0.0000090010521 196.40510 0.0000091081422 198.81770 0.0000092041824 202.73580 0.00000
Average 188.71136 0.03777
Receptor #744 (223547.10000, 3794348.00000)
Hour ALL ALL88101003 199.81760 0.0000089080305 194.57770 0.0000090020804 197.73750 0.0000091090404 194.85490 0.0000092082502 169.71880 0.00000
Average 191.34130 0.00000
Receptor #745 (223547.10000, 3795348.00000)
Hour ALL ALL88101407 197.97720 0.0000089110506 192.40480 0.0000090120119 192.58580 0.0000091090404 189.73220 0.0000092100302 183.88550 0.00000
Average 191.31710 0.00000
Receptor #746 (223547.10000, 3797348.00000)
Hour ALL ALL88083020 186.19390 0.0000089101018 191.52730 0.0000190092824 191.88190 0.0000091050903 192.27830 0.0000092010101 193.19500 0.00000
Average 191.01528 0.00000
Receptor #747 (223547.10000, 3798348.00000)
Hour ALL ALL88122308 197.49930 0.0000989102223 202.35700 0.0000390041305 207.66910 0.0000291090405 207.89030 0.0000692102224 207.47800 0.00003
Average 204.57874 0.00005
Receptor #748 (223547.10000, 3799348.00000)
123
CA_Calc.txt 2/22/2011
Hour ALL ALL88010603 246.44950 0.0000089122704 245.87160 0.0000090091803 236.29920 0.0327891050505 236.12280 0.0953292051703 235.27510 0.00000
Average 240.00364 0.02562
Receptor #749 (223547.10000, 3800348.00000)
Hour ALL ALL88111218 340.17940 0.0000089032624 348.83670 0.0000090101501 307.47900 0.0000091111901 345.55250 0.0000092092707 254.52620 0.00000
Average 319.31476 0.00000
Receptor #750 (223547.10000, 3801348.00000)
Hour ALL ALL88012904 262.61280 0.0000089041421 195.88910 0.0000790042220 232.24370 0.0000391052123 200.84130 0.0000392121623 327.05340 0.00000
Average 243.72806 0.00003
Receptor #751 (223547.10000, 3802348.00000)
Hour ALL ALL88021822 218.76740 0.0000089101518 210.63540 0.0001090100118 234.46070 0.0000291010617 212.58740 0.0002692020323 226.80210 0.00000
Average 220.65060 0.00008
Receptor #752 (223547.10000, 3803348.00000)
Hour ALL ALL88030821 209.96190 0.0000789052303 195.55940 0.0000090110317 217.58980 0.0001091122904 207.80610 0.0000992091020 222.04570 0.00000
Average 210.59258 0.00005
Receptor #753 (223547.10000, 3804348.00000)
Hour ALL ALL88082502 197.18440 0.0000089062106 202.67010 0.0000190020603 193.02590 0.0000091062822 197.29990 0.0000092050120 200.11960 0.00000
Average 198.05998 0.00000
Receptor #754 (223547.10000, 3805348.00000)
124
CA_Calc.txt 2/22/2011
Hour ALL ALL88062524 204.50830 0.0000089082820 212.16110 0.0000090011419 211.12740 0.0000091113018 204.28390 0.0000092070406 207.95250 0.00000
Average 208.00664 0.00000
Receptor #755 (223547.10000, 3806348.00000)
Hour ALL ALL88062603 205.44430 0.0000089112513 201.40410 0.0799490011419 203.88540 0.0000091052920 206.80700 0.0000092012918 200.37320 0.00000
Average 203.58280 0.01599
Receptor #756 (223547.10000, 3807348.00000)
Hour ALL ALL88051412 187.42210 0.1027589112513 200.41100 0.0800990010514 191.23190 0.0497991072901 194.67190 0.0000092012512 196.45970 0.07340
Average 194.03932 0.06121
Receptor #757 (225547.10000, 3793348.00000)
Hour ALL ALL88052905 192.18690 0.0000089082804 186.06720 0.0000090010202 186.03880 0.0000091102923 193.26700 0.0000092051906 190.34410 0.00000
Average 189.58080 0.00000
Receptor #758 (226547.10000, 3793348.00000)
Hour ALL ALL88052823 192.76240 0.0000089101106 197.81900 0.0000090092419 196.81850 0.0000091022301 186.03090 0.0000092090805 192.99480 0.00000
Average 193.28512 0.00000
Receptor #759 (227547.10000, 3793348.00000)
Hour ALL ALL88011701 195.06730 0.0000089111321 191.03770 0.0000090100924 185.58920 0.0000091030903 201.95460 0.0000092121505 192.93030 0.00000
Average 193.31582 0.00000
Receptor #760 (228547.10000, 3793348.00000)
Hour ALL ALL
125
CA_Calc.txt 2/22/2011
88030103 196.24960 0.0000089112502 203.08750 0.0000090113005 199.87150 0.0000091100406 207.44360 0.0000092091724 198.96690 0.00000
Average 201.12382 0.00000
Receptor #761 (229547.10000, 3793348.00000)
Hour ALL ALL88112919 208.76600 0.0000089111321 221.46850 0.0000090012807 206.39810 0.0000091020223 220.16700 0.0000092021116 211.97770 0.14726
Average 213.75546 0.02945
Receptor #762 (230547.10000, 3793348.00000)
Hour ALL ALL88021821 213.81930 0.0000089111321 224.07140 0.0000090010401 204.81720 0.0000091020223 222.87320 0.0000092012302 215.65810 0.00000
Average 216.24784 0.00000
Receptor #763 (231547.10000, 3793348.00000)
Hour ALL ALL88042305 227.86410 0.0000089011912 239.84550 0.1581790050620 205.61410 0.0000091111824 256.01060 0.0000092051422 239.46350 0.00000
Average 233.75956 0.03163
Receptor #764 (232547.10000, 3793348.00000)
Hour ALL ALL88012923 246.85490 0.0000089043023 254.27890 0.0000090062806 224.31960 0.0000091061105 247.15050 0.0000092010805 251.62460 0.00000
Average 244.84570 0.00000
Receptor #765 (233547.10000, 3793348.00000)
Hour ALL ALL88110905 206.43140 0.0000089121118 219.85970 0.0000090102410 218.53270 0.1785491040206 186.71910 0.0000092052304 206.47060 0.00000
Average 207.60270 0.03571
Receptor #766 (236547.10000, 3793348.00000)
Hour ALL ALL88052109 227.68730 0.07980
126
CA_Calc.txt 2/22/2011
89011812 211.15580 0.0636990011411 225.00560 0.0394291101424 187.52280 0.0000092042510 185.64440 0.02227
Average 207.40318 0.04104
Receptor #767 (237547.10000, 3793348.00000)
Hour ALL ALL88070208 205.65780 0.1653189062321 203.73930 0.0000890031003 198.49480 0.0000191031924 200.18070 0.0000092122220 200.92050 0.00003
Average 201.79862 0.03309
Receptor #768 (238547.10000, 3793348.00000)
Hour ALL ALL88061104 232.66640 0.0000089100221 216.20350 0.0000090012211 214.71920 0.0778591110223 242.16360 0.0000092080304 210.77080 0.00000
Average 223.30470 0.01557
Receptor #769 (239547.10000, 3793348.00000)
Hour ALL ALL88080220 229.20520 0.0000089052008 206.09670 0.1660590020112 206.51670 0.2055291081402 252.77060 0.0000092011622 214.81860 0.00000
Average 221.88156 0.07431
Receptor #770 (240547.10000, 3793348.00000)
Hour ALL ALL88051409 199.37510 0.1263589062308 194.27600 0.0745590092502 202.29040 0.0000091112518 216.77970 0.0000092121509 196.15480 0.10853
Average 201.77520 0.06189
Receptor #771 (241547.10000, 3793348.00000)
Hour ALL ALL88120201 187.82750 0.0000089042505 188.52380 0.0000090012211 190.93780 0.0782191112518 193.51730 0.0000092113001 193.00540 0.00000
Average 190.76236 0.01564
Receptor #772 (224547.10000, 3792348.00000)
Hour ALL ALL88031104 182.68790 0.0000089081821 202.48020 0.00000
127
CA_Calc.txt 2/22/2011
90091705 195.21840 0.0000091101221 180.88880 0.0000092092720 192.20450 0.00000
Average 190.69596 0.00000
Receptor #773 (225547.10000, 3792348.00000)
Hour ALL ALL88091824 192.20710 0.0000089121106 192.72290 0.0000090062524 189.02140 0.0000091110402 203.72590 0.0000092042803 189.08190 0.00000
Average 193.35184 0.00000
Receptor #774 (226547.10000, 3792348.00000)
Hour ALL ALL88100306 186.29460 0.0000089030107 202.43810 0.0000090100901 202.52820 0.0000091012302 189.43580 0.0000092102903 185.13280 0.00000
Average 193.16590 0.00000
Receptor #775 (227547.10000, 3792348.00000)
Hour ALL ALL88091724 207.58130 0.0000089111302 186.97320 0.0000090030622 195.73050 0.0000091030823 206.91330 0.0000092070802 193.46460 0.00000
Average 198.13258 0.00000
Receptor #776 (228547.10000, 3792348.00000)
Hour ALL ALL88111405 201.97070 0.0000089111302 190.23060 0.0000090121006 205.89640 0.0000091082204 192.33190 0.0000092061401 196.38150 0.00000
Average 197.36222 0.00000
Receptor #777 (229547.10000, 3792348.00000)
Hour ALL ALL88050104 207.00600 0.0000089062306 215.83690 0.0000090083010 213.56140 0.1598791110103 214.95450 0.0000092102907 202.54030 0.00000
Average 210.77982 0.03197
Receptor #778 (230547.10000, 3792348.00000)
Hour ALL ALL88050104 203.95830 0.0000089062306 212.61250 0.0000090091524 215.11450 0.00000
128
CA_Calc.txt 2/22/2011
91101504 202.05970 0.0000092083004 213.05880 0.00000
Average 209.36076 0.00000
Receptor #779 (231547.10000, 3792348.00000)
Hour ALL ALL88020108 203.88190 0.0000089112722 211.79400 0.0000090013019 239.62360 0.0000091111823 224.00520 0.0000092092707 242.53120 0.00000
Average 224.36718 0.00000
Receptor #780 (232547.10000, 3792348.00000)
Hour ALL ALL88050301 247.99550 0.0000089063023 257.96320 0.0000090051205 265.58460 0.0000091012305 264.57000 0.0000092021116 255.06980 0.14885
Average 258.23662 0.02977
Receptor #781 (233547.10000, 3792348.00000)
Hour ALL ALL88121619 242.11100 0.0000089031706 229.75930 0.0000090012821 223.04230 0.0000091102620 206.81130 0.0000092061406 230.53030 0.00000
Average 226.45084 0.00000
Receptor #782 (234547.10000, 3792348.00000)
Hour ALL ALL88082305 197.67490 0.0000489031623 193.81150 0.0000190121621 205.91780 0.0000891090320 199.78070 0.0000592061122 203.14110 0.00023
Average 200.06520 0.00008
Receptor #783 (237547.10000, 3792348.00000)
Hour ALL ALL88071321 215.99290 0.0001389020907 212.95230 0.0000090061409 202.96140 0.0751391071501 201.61890 0.0001592121222 214.98520 0.00001
Average 209.70214 0.01508
Receptor #784 (238547.10000, 3792348.00000)
Hour ALL ALL88010903 211.27990 0.0000089111107 228.18230 0.0000090020719 213.60270 0.0000091092619 212.11630 0.00000
129
CA_Calc.txt 2/22/2011
92121220 202.61270 0.00000
Average 213.55878 0.00000
Receptor #785 (239547.10000, 3792348.00000)
Hour ALL ALL88021401 220.14380 0.0000089051124 199.62360 0.0000090011022 191.31010 0.0000091052903 194.05560 0.0000092020820 226.40180 0.00000
Average 206.30698 0.00000
Receptor #786 (240547.10000, 3792348.00000)
Hour ALL ALL88043008 199.83290 0.0621389042509 174.67680 0.1879490110606 180.63030 0.0000091012411 208.70990 0.0501092010721 182.84580 0.00000
Average 189.33914 0.06003
Receptor #787 (218547.00000, 3794348.00000)
Hour ALL ALL88050509 183.70260 6.3691289040123 185.34860 0.0000090030205 198.27500 0.0000091081710 187.97020 1.4452292041214 191.48440 0.50139
Average 189.35616 1.66315
Receptor #788 (218547.00000, 3796348.00000)
Hour ALL ALL88091704 197.43500 0.0000289042121 194.42860 0.0000090032621 214.91780 0.0000691010522 198.00660 0.0000392092721 195.24070 0.00000
Average 200.00574 0.00002
Receptor #789 (218547.00000, 3797348.00000)
Hour ALL ALL88062006 188.02390 0.0010789041120 199.20280 0.0000090020524 213.11900 0.0000091082904 204.23270 0.0000092030101 208.38500 0.00002
Average 202.59268 0.00022
Receptor #790 (218547.00000, 3798348.00000)
Hour ALL ALL88020108 169.86640 0.0000089071909 193.32670 0.1832690013019 238.12620 0.0000091111823 228.63240 0.0000092051404 248.89320 0.00000
130
CA_Calc.txt 2/22/2011
Average 215.76898 0.03665
Receptor #791 (218547.00000, 3799348.00000)
Hour ALL ALL88101704 243.79680 0.0000089020606 215.28530 0.0000090082505 232.37960 0.0000091081510 229.42930 0.1308492012306 225.87890 0.00000
Average 229.35398 0.02617
Receptor #792 (218547.00000, 3800348.00000)
Hour ALL ALL88021419 225.81110 0.0000089042404 224.34670 0.0000090093012 187.59000 0.1071291042621 224.12340 0.0000092022223 206.86410 0.00000
Average 213.74706 0.02142
Receptor #793 (218547.00000, 3801348.00000)
Hour ALL ALL88082509 199.97010 0.1240089083119 203.97260 0.0000090122923 209.70420 0.0000091092420 216.12280 0.0000092041904 187.97600 0.00000
Average 203.54914 0.02480
Receptor #794 (218547.00000, 3802348.00000)
Hour ALL ALL88081203 213.08600 0.0000089111319 210.15470 0.0000090032112 165.18990 0.0541391080510 211.41510 0.1191392041217 177.67200 0.04211
Average 195.50354 0.04307
Receptor #795 (218547.00000, 3803348.00000)
Hour ALL ALL88082509 218.59280 0.1310389051522 203.38840 0.0000090110202 206.91990 0.0000091121213 200.00270 0.0621392042320 194.48960 0.00000
Average 204.67868 0.03863
Receptor #796 (218547.00000, 3804348.00000)
Hour ALL ALL88051221 178.86060 0.0000089010803 208.51790 0.0000090020704 218.65100 0.0000091121304 214.08880 0.0000092091819 207.07010 0.00000
131
CA_Calc.txt 2/22/2011
Average 205.43768 0.00000
Receptor #797 (218547.00000, 3805348.00000)
Hour ALL ALL88121413 169.78360 0.1183489062003 210.99530 0.0000090040921 225.86860 0.0000091122304 174.30990 0.0000092051020 234.42590 0.00000
Average 203.07666 0.02367
Receptor #798 (218547.00000, 3806348.00000)
Hour ALL ALL88100209 191.03770 0.1282489101219 220.02080 0.0000090051510 189.79370 0.0674991040420 184.87930 0.0000092081612 213.46480 0.10084
Average 199.83926 0.05931
Receptor #799 (218547.00000, 3809348.00000)
Hour ALL ALL88030210 188.61280 0.1237089101418 184.95440 0.0000090011024 179.91550 0.0000091061909 195.86620 0.0477692081612 195.02720 0.09806
Average 188.87522 0.05390
Receptor #800 (219547.00000, 3795348.00000)
Hour ALL ALL88090222 187.48130 0.0000089040123 182.20770 0.0000090080409 207.92890 2.4715691032504 188.87680 0.0000092051508 183.26600 2.86545
Average 189.95214 1.06740
Receptor #801 (219547.00000, 3796348.00000)
Hour ALL ALL88030121 203.26670 0.0000089073004 203.54820 0.0000090013123 196.87710 0.0000091122518 195.24870 0.0000092051703 193.90780 0.00000
Average 198.56970 0.00000
Receptor #802 (219547.00000, 3797348.00000)
Hour ALL ALL88121619 201.27780 0.0000189091410 192.20270 0.2023890100907 197.96770 0.0008791082803 194.30970 0.0000092053011 194.43340 0.12572
Average 196.03826 0.06580
132
CA_Calc.txt 2/22/2011
Receptor #803 (219547.00000, 3798348.00000)
Hour ALL ALL88122621 206.62740 0.0000189012604 210.62260 0.0000090112701 225.13930 0.0000091112007 224.21450 0.0000092032421 223.47630 0.00000
Average 218.01602 0.00000
Receptor #804 (219547.00000, 3799348.00000)
Hour ALL ALL88022820 218.10470 0.0000089111301 247.04000 0.0000090082302 236.14280 0.0000091091224 246.25210 0.0000092080204 217.50330 0.00000
Average 233.00858 0.00000
Receptor #805 (219547.00000, 3800348.00000)
Hour ALL ALL88050903 223.98230 0.0000089011712 224.36690 0.1265790082222 198.10600 0.0000091061105 220.23470 0.0000092041522 219.91220 0.00000
Average 217.32042 0.02531
Receptor #806 (219547.00000, 3801348.00000)
Hour ALL ALL88092506 204.17350 0.0000089012521 199.36220 0.0000090122923 213.31370 0.0000091082411 219.76850 0.1065592062320 196.46470 0.00000
Average 206.61652 0.02131
Receptor #807 (219547.00000, 3802348.00000)
Hour ALL ALL88081203 202.50620 0.0000089052209 193.17050 0.1415490082004 182.89050 0.0000091102220 209.52490 0.0000092010903 209.25050 0.00000
Average 199.46852 0.02831
Receptor #808 (219547.00000, 3803348.00000)
Hour ALL ALL88111518 193.34670 0.0000089051304 195.71490 0.0000090012906 193.66800 0.0000091112120 188.40620 0.0000092061821 194.32830 0.00000
Average 193.09282 0.00000
133
CA_Calc.txt 2/22/2011
Receptor #809 (219547.00000, 3804348.00000)
Hour ALL ALL88100209 189.80140 0.1322789070504 219.22950 0.0000090051510 200.27840 0.0695491111924 178.40000 0.0000092040905 206.41130 0.00000
Average 198.82412 0.04036
Receptor #810 (219547.00000, 3805348.00000)
Hour ALL ALL88091102 227.96160 0.0000089101520 228.25630 0.0000090110118 210.15150 0.0000091061008 170.84070 0.1387992101521 229.68270 0.00000
Average 213.37856 0.02776
Receptor #811 (219547.00000, 3806348.00000)
Hour ALL ALL88061823 200.13850 0.0000089101219 199.92550 0.0000090070621 207.91380 0.0000091040424 171.09660 0.0000092031002 199.88440 0.00000
Average 195.79176 0.00000
Receptor #812 (219547.00000, 3808348.00000)
Hour ALL ALL88121413 190.32580 0.1208989090109 183.61770 0.1305690021119 192.02150 0.0000091081620 199.97780 0.0000092020320 200.28490 0.00000
Average 193.24554 0.05029
Receptor #813 (219547.00000, 3809348.00000)
Hour ALL ALL88100209 187.49780 0.1291289090109 180.84510 0.1295190012711 191.57690 0.0599391061008 189.86930 0.1348092120406 193.64840 0.00000
Average 188.68750 0.09067
Receptor #814 (220547.00000, 3796348.00000)
Hour ALL ALL88090222 198.82020 0.0000089090904 181.72780 0.0000090030602 205.52900 0.0000091111905 187.64870 0.0000092062924 180.64140 0.00000
Average 190.87342 0.00000
Receptor #815 (220547.00000, 3797348.00000)
134
CA_Calc.txt 2/22/2011
Hour ALL ALL88070405 201.43540 0.0002089081802 208.79530 0.0000090030903 202.78160 0.0000691051102 199.08580 0.0000092052506 195.42540 0.00182
Average 201.50470 0.00042
Receptor #816 (220547.00000, 3798348.00000)
Hour ALL ALL88120902 208.75700 0.0000089021301 206.35890 0.0000290052404 206.73280 0.0000191103123 206.65680 0.0000192070220 216.18000 0.00000
Average 208.93710 0.00001
Receptor #817 (220547.00000, 3799348.00000)
Hour ALL ALL88092004 182.91170 0.0000089020606 222.20570 0.0000090020808 217.41900 0.0000091112920 208.57060 0.0000092102907 202.58890 0.00000
Average 206.73918 0.00000
Receptor #818 (220547.00000, 3800348.00000)
Hour ALL ALL88101604 203.37900 0.0000089081624 225.78790 0.0000090111419 207.13950 0.0000091111824 201.33920 0.0000092022223 201.40280 0.00000
Average 207.80968 0.00000
Receptor #819 (220547.00000, 3801348.00000)
Hour ALL ALL88043024 195.84750 0.0000089102718 186.76470 0.0000090012321 200.86280 0.0000091080603 212.06750 0.0000092121620 200.08370 0.00000
Average 199.12524 0.00000
Receptor #820 (220547.00000, 3802348.00000)
Hour ALL ALL88041101 192.39900 0.0000089100219 183.49240 0.0000090010403 203.81960 0.0000091020702 184.58170 0.0000092050420 207.98530 0.00000
Average 194.45560 0.00000
Receptor #821 (220547.00000, 3803348.00000)
135
CA_Calc.txt 2/22/2011
Hour ALL ALL88091920 201.22070 0.0000089062003 205.86360 0.0000090020704 202.66520 0.0000091112001 191.48560 0.0000092081424 198.46910 0.00000
Average 199.94084 0.00000
Receptor #822 (220547.00000, 3804348.00000)
Hour ALL ALL88013021 199.42990 0.0000089010706 233.56680 0.0000090011106 225.76150 0.0000091082411 163.50560 0.1146292012222 235.10360 0.00000
Average 211.47348 0.02292
Receptor #823 (220547.00000, 3805348.00000)
Hour ALL ALL88061823 206.85970 0.0000089052209 209.03480 0.1504790032504 220.26850 0.0000091040424 172.10620 0.0000092071903 209.71370 0.00000
Average 203.59658 0.03009
Receptor #824 (220547.00000, 3806348.00000)
Hour ALL ALL88070222 190.88260 0.0000089032120 200.12280 0.0000090082410 190.09300 0.1334391080522 187.92750 0.0000092090506 188.34640 0.00000
Average 191.47446 0.02669
Receptor #825 (220547.00000, 3807348.00000)
Hour ALL ALL88051220 195.64530 0.0000089020607 188.76610 0.0000090062720 202.12440 0.0000091031219 186.86770 0.0000092031620 197.78940 0.00000
Average 194.23858 0.00000
Receptor #826 (220547.00000, 3808348.00000)
Hour ALL ALL88091919 188.87200 0.0000089090109 187.52710 0.1359090081205 203.54280 0.0000091061909 187.84820 0.0506192081820 188.56380 0.00000
Average 191.27078 0.03730
Receptor #827 (220547.00000, 3809348.00000)
Hour ALL ALL
136
CA_Calc.txt 2/22/2011
88081022 202.20100 0.0000089090109 180.41270 0.1350090070201 205.40300 0.0000091091721 197.48780 0.0000092021821 198.36510 0.00000
Average 196.77392 0.02700
Receptor #828 (221547.00000, 3792348.00000)
Hour ALL ALL88110307 193.65440 0.0000089082505 188.13120 0.0000090030901 192.41610 0.0000091100820 198.33720 0.0000092090801 185.45640 0.00000
Average 191.59906 0.00000
Receptor #829 (221547.00000, 3793348.00000)
Hour ALL ALL88020821 182.22840 0.0000089092904 184.61860 0.0000090061121 189.65780 0.0000091031601 193.01030 0.0000092062903 198.42980 0.00000
Average 189.58898 0.00000
Receptor #830 (221547.00000, 3796348.00000)
Hour ALL ALL88051804 187.60450 0.0000089091306 186.02660 0.0000090082106 190.27590 0.0000091110518 199.79610 0.0000092010819 201.96140 0.00000
Average 193.13290 0.00000
Receptor #831 (221547.00000, 3797348.00000)
Hour ALL ALL88090605 188.38090 0.0000389110201 193.64290 0.0000090020523 198.43660 0.0000091102621 189.74140 0.0000092051703 198.19980 0.00000
Average 193.68032 0.00001
Receptor #832 (221547.00000, 3798348.00000)
Hour ALL ALL88111302 195.36400 0.0000189073006 197.75620 0.0000390101001 191.40200 0.0000091020203 186.16280 0.0000192100124 185.16640 0.00000
Average 191.17028 0.00001
Receptor #833 (221547.00000, 3799348.00000)
Hour ALL ALL88030201 183.63750 0.00000
137
CA_Calc.txt 2/22/2011
89081902 209.42730 0.0002590030607 205.10180 0.0000091081720 204.42180 0.0000092073004 199.03040 0.00000
Average 200.32376 0.00005
Receptor #834 (221547.00000, 3800348.00000)
Hour ALL ALL88082122 188.59340 0.0005889061123 213.99130 0.0000090050906 197.66870 0.0000291071211 190.65380 0.1532592022302 188.85820 0.00003
Average 195.95308 0.03078
Receptor #835 (221547.00000, 3803348.00000)
Hour ALL ALL88100209 182.20700 0.1425889052209 208.91810 0.1549890040921 206.49580 0.0000091122304 166.55400 0.0000092042923 211.79430 0.00000
Average 195.19384 0.05951
Receptor #836 (221547.00000, 3804348.00000)
Hour ALL ALL88021711 204.24610 0.1410389101219 211.54620 0.0000090020905 205.73100 0.0000091112322 177.25530 0.0000392021507 199.86520 0.00000
Average 199.72876 0.02821
Receptor #837 (221547.00000, 3805348.00000)
Hour ALL ALL88013120 193.36310 0.0000089081920 196.45190 0.0000090120221 200.02950 0.0000091070303 196.87030 0.0000092042404 201.22450 0.00000
Average 197.58786 0.00000
Receptor #838 (221547.00000, 3806348.00000)
Hour ALL ALL88021711 202.83320 0.1393189071422 192.24520 0.0000090062624 212.24900 0.0000091112118 176.59210 0.0000092051720 204.51450 0.00000
Average 197.68680 0.02786
Receptor #839 (221547.00000, 3807348.00000)
Hour ALL ALL88082322 202.90280 0.0000089090109 193.04010 0.14266
138
CA_Calc.txt 2/22/2011
90070823 209.93650 0.0000091022203 193.97470 0.0000092081820 210.16320 0.00000
Average 202.00346 0.02853
Receptor #840 (221547.00000, 3808348.00000)
Hour ALL ALL88012224 197.82170 0.0000089072205 219.01400 0.0000090010211 196.38740 0.1372991011911 187.41490 0.1201192051409 193.84190 0.14845
Average 198.89598 0.08117
Receptor #841 (221547.00000, 3809348.00000)
Hour ALL ALL88040209 195.51780 0.0650289050102 194.19000 0.0000090010211 195.49550 0.1384891020519 201.36700 0.0000092082520 188.23980 0.00000
Average 194.96202 0.04070
Receptor #842 (222547.00000, 3793348.00000)
Hour ALL ALL88011705 199.59010 0.0000089072021 177.66990 0.0000090020519 194.83780 0.0000091090823 187.66320 0.0000092032319 193.62210 0.00000
Average 190.67662 0.00000
Receptor #843 (222547.00000, 3794348.00000)
Hour ALL ALL88022204 214.14330 0.0000089051902 222.14740 0.0000090060602 214.72060 0.0000091052406 210.96430 0.0000092052505 214.57580 0.00000
Average 215.31028 0.00000
Receptor #844 (222547.00000, 3795348.00000)
Hour ALL ALL88101607 184.64230 0.0000089070124 184.10660 0.0000090091901 190.39730 0.0000091050903 199.03060 0.0000092010101 193.53350 0.00000
Average 190.34206 0.00000
Receptor #845 (222547.00000, 3796348.00000)
Hour ALL ALL88100324 192.03460 0.0000189101104 192.85590 0.0000090091120 199.12960 0.00000
139
CA_Calc.txt 2/22/2011
91121022 204.14150 0.0000092092021 196.05170 0.00000
Average 196.84266 0.00000
Receptor #846 (222547.00000, 3798348.00000)
Hour ALL ALL88093024 193.49730 0.0138689091321 192.92380 0.0540790122105 191.94600 0.0000091090319 191.16570 0.0362092110205 199.16460 0.00000
Average 193.73948 0.02083
Receptor #847 (222547.00000, 3799348.00000)
Hour ALL ALL88091520 204.10800 0.0082789051501 205.41310 0.0211090101004 197.47360 0.0025791112004 205.78260 0.0000092022924 204.36160 0.00173
Average 203.42778 0.00673
Receptor #848 (222547.00000, 3800348.00000)
Hour ALL ALL88052620 201.08200 0.0000989041219 190.95160 0.0000090060523 212.98430 0.0000091092624 207.54140 0.0000092051303 187.86530 0.00390
Average 200.08492 0.00080
Receptor #849 (222547.00000, 3801348.00000)
Hour ALL ALL88051721 188.74850 0.0000089082520 181.86570 0.0002090051423 201.43980 0.0000091061920 186.11830 0.0000092022419 200.01660 0.00015
Average 191.63778 0.00007
Receptor #850 (222547.00000, 3802348.00000)
Hour ALL ALL88012504 196.98480 0.0000589070324 206.10380 0.0000090070220 203.52710 0.0000091080521 189.88250 0.0000092111119 201.22910 0.00012
Average 199.54546 0.00003
Receptor #851 (222547.00000, 3803348.00000)
Hour ALL ALL88061624 193.83410 0.0000589041221 192.17080 0.0000090020622 192.28570 0.0000091061006 191.48180 0.00000
140
CA_Calc.txt 2/22/2011
92040706 203.62990 0.00001
Average 194.68046 0.00001
Receptor #852 (222547.00000, 3804348.00000)
Hour ALL ALL88082321 193.70560 0.0000089052209 195.79120 0.1632990030218 207.20510 0.0000091021304 194.62690 0.0000092090720 200.67400 0.00000
Average 198.40056 0.03266
Receptor #853 (222547.00000, 3805348.00000)
Hour ALL ALL88060421 200.13310 0.0000089061121 189.57620 0.0000090031919 211.17600 0.0000091091721 193.43300 0.0000092081820 211.81070 0.00000
Average 201.22580 0.00000
Receptor #854 (222547.00000, 3806348.00000)
Hour ALL ALL88050510 212.79440 0.1283689073102 210.19330 0.0000090012718 198.60960 0.0000091022203 201.20200 0.0000092020721 201.66200 0.00000
Average 204.89226 0.02567
Receptor #855 (222547.00000, 3807348.00000)
Hour ALL ALL88040209 208.70450 0.0681689071820 207.47390 0.0000090010901 210.66600 0.0000091042620 212.18780 0.0000092041822 214.15090 0.00000
Average 210.63662 0.01363
Receptor #856 (222547.00000, 3808348.00000)
Hour ALL ALL88081220 196.60870 0.0000089062104 174.06770 0.0000090112719 215.63750 0.0000091020519 204.87100 0.0000092051409 199.52290 0.15955
Average 198.14156 0.03191
Receptor #857 (234547.00000, 3787348.00000)
Hour ALL ALL88042008 197.91420 0.1010789052205 183.21490 0.0000090081011 193.42540 0.0524291092312 204.87600 0.1267092091801 215.66860 0.00000
141
CA_Calc.txt 2/22/2011
Average 199.01982 0.05604
Receptor #858 (235547.00000, 3787348.00000)
Hour ALL ALL88052905 200.60980 0.0000089111916 198.71720 0.0444690121511 193.19790 0.0461491082220 208.13600 0.0000092011514 202.73070 0.08991
Average 200.67832 0.03610
Receptor #859 (236547.00000, 3787348.00000)
Hour ALL ALL88111403 179.56760 0.0000089051602 202.88380 0.0000090101307 205.34810 0.0000091082321 196.77830 0.0000092011514 209.54400 0.09031
Average 198.82436 0.01806
Receptor #860 (230547.00000, 3788348.00000)
Hour ALL ALL88061108 197.59990 0.0517089090301 183.49900 0.0000090072501 188.53650 0.0000091020803 195.05460 0.0000092010819 192.50670 0.00000
Average 191.43934 0.01034
Receptor #861 (231547.00000, 3788348.00000)
Hour ALL ALL88042008 193.17920 0.0974889112501 184.03160 0.0000090111511 199.39410 0.1187791071514 199.46390 0.0462992053122 186.18190 0.00000
Average 192.45014 0.05251
Receptor #862 (232547.00000, 3788348.00000)
Hour ALL ALL88122311 191.44610 0.0536089041609 183.73410 0.0593290061805 193.03620 0.0000091121203 207.36380 0.0000092052505 202.45330 0.00000
Average 195.60670 0.02258
Receptor #863 (233547.00000, 3788348.00000)
Hour ALL ALL88112923 202.79610 0.0000089042305 196.63970 0.0000090082103 188.39120 0.0000191100409 197.60480 0.1317492011514 196.65150 0.08896
142
CA_Calc.txt 2/22/2011
Average 196.41666 0.04414
Receptor #864 (234547.00000, 3788348.00000)
Hour ALL ALL88092821 211.15790 0.0000089122902 200.17910 0.0000290120102 235.99930 0.0000091031704 215.60180 0.0000492061403 206.90390 0.00000
Average 213.96840 0.00001
Receptor #865 (235547.00000, 3788348.00000)
Hour ALL ALL88101324 217.04870 0.0000089091403 222.28580 0.0000090121619 218.83130 0.0000091100819 229.22210 0.0000092091006 222.82020 0.00000
Average 222.04162 0.00000
Receptor #866 (236547.00000, 3788348.00000)
Hour ALL ALL88030204 212.35840 0.0000089100421 218.05740 0.0000090071721 233.12770 0.0000091061807 209.80760 0.1298892123015 214.41600 0.09010
Average 217.55342 0.04400
Receptor #867 (237547.00000, 3788348.00000)
Hour ALL ALL88011523 187.20950 0.0000089050322 211.23460 0.0000090102406 226.82930 0.0000091030821 190.74510 0.0000092120405 197.81720 0.00000
Average 202.76714 0.00000
Receptor #868 (238547.00000, 3788348.00000)
Hour ALL ALL88121004 204.16690 0.0000089122116 194.70960 0.0472990092901 221.97300 0.0000091100507 167.44040 0.0000092061503 236.55680 0.00000
Average 204.96934 0.00946
Receptor #869 (230547.00000, 3789348.00000)
Hour ALL ALL88051201 191.97210 0.0000089051901 181.98610 0.0000090112022 203.82810 0.0000091111905 204.34470 0.0000092020719 188.23230 0.00000
Average 194.07266 0.00000
143
CA_Calc.txt 2/22/2011
Receptor #870 (231547.00000, 3789348.00000)
Hour ALL ALL88112507 195.26090 0.0000089042804 186.19340 0.0000090041301 199.75350 0.0000091060209 208.07060 0.1396692081909 218.78040 0.13480
Average 201.61176 0.05489
Receptor #871 (232547.00000, 3789348.00000)
Hour ALL ALL88101920 201.23640 0.0000089102224 201.92290 0.0000090020521 214.78860 0.0000091051604 233.40080 0.0000092111023 199.96540 0.00000
Average 210.26282 0.00000
Receptor #872 (233547.00000, 3789348.00000)
Hour ALL ALL88091822 212.52710 0.0000089041124 216.69580 0.0000090092706 213.68360 0.0000091090904 207.89800 0.0000092061024 206.02540 0.00000
Average 211.36598 0.00000
Receptor #873 (234547.00000, 3789348.00000)
Hour ALL ALL88102623 202.77810 0.0000389092906 204.41110 0.0000190081802 235.14350 0.0000191031704 240.27470 0.0000492100206 225.54790 0.00000
Average 221.63106 0.00002
Receptor #874 (235547.00000, 3789348.00000)
Hour ALL ALL88061306 227.72080 0.0000089070302 262.54080 0.0000090021913 228.26180 0.1270691110402 247.58130 0.0000092010708 236.87500 0.00000
Average 240.59594 0.02541
Receptor #875 (236547.00000, 3789348.00000)
Hour ALL ALL88101007 244.60220 0.0000089111103 239.34170 0.0000090112103 266.76420 0.0000091091602 263.33400 0.0000092091802 245.40660 0.00000
Average 251.88974 0.00000
144
CA_Calc.txt 2/22/2011
Receptor #876 (237547.00000, 3789348.00000)
Hour ALL ALL88052901 217.80210 0.0000089112502 217.69350 0.0000090081006 220.45560 0.0000091081524 209.96920 0.0000092061324 219.90120 0.00000
Average 217.16432 0.00000
Receptor #877 (238547.00000, 3789348.00000)
Hour ALL ALL88040905 214.96880 0.0000089100503 215.74310 0.0000090103007 215.09980 0.0000091100409 158.03470 0.1456492090702 219.32920 0.00000
Average 204.63512 0.02913
Receptor #878 (240547.00000, 3789348.00000)
Hour ALL ALL88031211 190.07050 0.1371389012510 204.43570 0.1164890051908 196.41650 0.1369891062908 183.53020 0.1365292101207 192.56530 0.00000
Average 193.40364 0.10542
Receptor #879 (241547.00000, 3789348.00000)
Hour ALL ALL88121722 192.66250 0.0000089111005 226.79420 0.0000090122111 188.61700 0.0484291071202 185.70410 0.0000092012607 193.44680 0.00000
Average 197.44492 0.00968
Receptor #880 (228547.00000, 3790348.00000)
Hour ALL ALL88091721 191.77970 0.0000089122119 189.54520 0.0000090060124 186.43330 0.0000091060209 195.90670 0.1396292091805 185.71180 0.00000
Average 189.87534 0.02792
Receptor #881 (229547.00000, 3790348.00000)
Hour ALL ALL88111322 194.99770 0.0000089112502 189.42250 0.0000090092719 197.71550 0.0000091091606 200.81150 0.0000092031506 193.92320 0.00000
Average 195.37408 0.00000
Receptor #882 (230547.00000, 3790348.00000)
145
CA_Calc.txt 2/22/2011
Hour ALL ALL88110922 207.94560 0.0000089051510 194.64620 0.0600390030903 213.43680 0.0000091011918 212.84530 0.0000092052801 201.32030 0.00000
Average 206.03884 0.01201
Receptor #883 (231547.00000, 3790348.00000)
Hour ALL ALL88011707 198.16590 0.0000089101304 192.29030 0.0000090122105 213.85830 0.0000091102403 220.06820 0.0000092082421 203.49810 0.00000
Average 205.57616 0.00000
Receptor #884 (232547.00000, 3790348.00000)
Hour ALL ALL88122619 199.89340 0.0000089081610 201.87120 0.1365490022706 220.04770 0.0000091102622 223.49150 0.0000092063003 250.91480 0.00000
Average 219.24372 0.02731
Receptor #885 (233547.00000, 3790348.00000)
Hour ALL ALL88083020 221.71370 0.0000089082801 234.52040 0.0000090091120 230.93520 0.0000091071701 258.65140 0.0000092111023 215.76520 0.00000
Average 232.31718 0.00000
Receptor #886 (234547.00000, 3790348.00000)
Hour ALL ALL88113006 257.13020 0.0000089040820 254.99020 0.0000090020804 254.91270 0.0000091090404 244.35450 0.0000092092724 214.04630 0.00000
Average 245.08678 0.00000
Receptor #887 (235547.00000, 3790348.00000)
Hour ALL ALL88121005 237.60630 0.0000089070302 246.43460 0.0000090022703 232.87080 0.0000091122202 241.47540 0.0000092072006 226.62310 0.00000
Average 237.00204 0.00000
Receptor #888 (236547.00000, 3790348.00000)
146
CA_Calc.txt 2/22/2011
Hour ALL ALL88050205 232.37570 0.0000089081522 251.82220 0.0000090092724 229.73750 0.0000091122502 250.94310 0.0000092012504 234.65480 0.00000
Average 239.90666 0.00000
Receptor #889 (237547.00000, 3790348.00000)
Hour ALL ALL88042701 244.44480 0.0000089100419 225.30010 0.0000090021913 251.24320 0.1367891020305 173.28120 0.0000092012002 252.05960 0.00000
Average 229.26578 0.02736
Receptor #890 (238547.00000, 3790348.00000)
Hour ALL ALL88101403 233.31750 0.0000089122702 203.23660 0.0000090110721 204.61000 0.0000091020918 173.53160 0.0000092111712 199.08870 0.16523
Average 202.75688 0.03305
Receptor #891 (239547.00000, 3790348.00000)
Hour ALL ALL88031211 200.81880 0.1418389100820 243.68530 0.0000090111304 220.38980 0.0000091062908 193.15410 0.1417192030820 215.60460 0.00000
Average 214.73052 0.05671
Receptor #892 (240547.00000, 3790348.00000)
Hour ALL ALL88070208 203.57880 0.1486389072406 219.91970 0.0000090102410 190.69460 0.1636191110104 218.64160 0.0000092010520 211.27370 0.00000
Average 208.82168 0.06245
Receptor #893 (241547.00000, 3790348.00000)
Hour ALL ALL88080206 202.08190 0.0000089083101 203.84840 0.0000090121513 193.15830 0.0526191031403 166.26570 0.0000092012104 191.52880 0.00000
Average 191.37662 0.01052
Receptor #894 (225547.00000, 3791348.00000)
Hour ALL ALL
147
CA_Calc.txt 2/22/2011
88091824 181.53810 0.0000089030115 187.32680 0.1010490110724 188.64120 0.0000091082723 200.32440 0.0000092092120 188.69920 0.00000
Average 189.30594 0.02021
Receptor #895 (226547.00000, 3791348.00000)
Hour ALL ALL88092206 182.48660 0.0000089051602 190.52230 0.0000090102505 202.70430 0.0000091092620 192.75610 0.0000092090724 180.86580 0.00000
Average 189.86702 0.00000
Receptor #896 (227547.00000, 3791348.00000)
Hour ALL ALL88070705 194.92930 0.0000089061202 194.53160 0.0000090082102 196.01930 0.0000091050722 194.76940 0.0000092061323 194.76940 0.00000
Average 195.00380 0.00000
Receptor #897 (228547.00000, 3791348.00000)
Hour ALL ALL88113001 192.90880 0.0000089021001 192.76360 0.0000090060124 207.54120 0.0000091060209 197.17780 0.1409492081909 191.86940 0.13597
Average 196.45216 0.05538
Receptor #898 (229547.00000, 3791348.00000)
Hour ALL ALL88070404 193.72320 0.0000089061124 187.95350 0.0000090072501 204.54840 0.0000091060209 205.61950 0.1441492031205 203.96650 0.00000
Average 199.16222 0.02883
Receptor #899 (230547.00000, 3791348.00000)
Hour ALL ALL88011704 195.84520 0.0000089061204 194.01360 0.0000090111511 208.06210 0.1353091082904 201.35300 0.0000092102407 210.62670 0.00000
Average 201.98012 0.02706
Receptor #900 (231547.00000, 3791348.00000)
Hour ALL ALL88051922 207.96980 0.00000
148
CA_Calc.txt 2/22/2011
89072303 199.45780 0.0000090042223 220.37840 0.0000091100513 217.05670 0.0977992021116 217.36520 0.14480
Average 212.44558 0.04852
Receptor #901 (232547.00000, 3791348.00000)
Hour ALL ALL88030121 240.13530 0.0000089072422 243.21050 0.0000090030620 237.66640 0.0000091101421 229.86630 0.0000092051703 240.00320 0.00000
Average 238.17634 0.00000
Receptor #902 (233547.00000, 3791348.00000)
Hour ALL ALL88092822 224.98150 0.0000089081610 238.79680 0.1450790062601 239.13560 0.0000091052203 241.96360 0.0000092011514 250.42380 0.09915
Average 239.06026 0.04884
Receptor #903 (234547.00000, 3791348.00000)
Hour ALL ALL88070522 226.83000 0.0000089092904 249.21720 0.0000090072721 240.27700 0.0000091091603 202.27120 0.0000092021116 228.62790 0.14596
Average 229.44466 0.02919
Receptor #904 (235547.00000, 3791348.00000)
Hour ALL ALL88070120 226.77700 0.0000089031707 214.78430 0.0000090083122 203.89360 0.0000091102207 204.27950 0.0000092111820 202.01510 0.00000
Average 210.34990 0.00000
Receptor #905 (236547.00000, 3791348.00000)
Hour ALL ALL88031211 214.29170 0.1476889021101 216.40220 0.0000090102704 226.22570 0.0000091110721 231.00800 0.0000092032504 214.61400 0.00000
Average 220.50832 0.02954
Receptor #906 (237547.00000, 3791348.00000)
Hour ALL ALL88061701 228.18970 0.0000089122702 219.63320 0.00000
149
CA_Calc.txt 2/22/2011
90102410 203.66720 0.1729791020918 191.53760 0.0000092112406 206.38770 0.00000
Average 209.88308 0.03459
Receptor #907 (238547.00000, 3791348.00000)
Hour ALL ALL88070208 214.08810 0.1556189052722 279.22250 0.0000090080709 223.82840 0.1299691103018 223.53900 0.0000092030904 268.50120 0.00000
Average 241.83584 0.05711
Receptor #908 (239547.00000, 3791348.00000)
Hour ALL ALL88121006 236.25140 0.0000089113007 241.20000 0.0000090080823 217.80210 0.0000091070304 182.66090 0.0000092112705 248.69930 0.00000
Average 225.32274 0.00000
Receptor #909 (240547.00000, 3791348.00000)
Hour ALL ALL88112922 202.45720 0.0000089091706 195.11070 0.0000090021913 195.32220 0.1399691110323 195.10020 0.0000092122602 184.85320 0.00000
Average 194.56870 0.02799
Receptor #910 (241547.00000, 3791348.00000)
Hour ALL ALL88070208 195.26730 0.1507289122620 205.25200 0.0000090061409 175.33870 0.0716391101902 174.87320 0.0000092092208 193.52700 0.13523
Average 188.85164 0.07152
150
G-1
APPENDIX G
VISCREEN PRINTOUTS
CCC_1208.SUM 12/19/2008
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 10.00 kmMin. Source-Class I Distance: 10.00 kmMax. Source-Class I Distance: 15.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 148. 15.0 21. 2.00 26.540* .05 .115*SKY 140. 148. 15.0 21. 2.00 12.806* .05 -.231*TERRAIN 10. 84. 10.0 84. 2.00 28.612* .05 .195*TERRAIN 140. 84. 10.0 84. 2.00 3.676* .05 .055*
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 1. 1.0 168. 2.00 32.413* .05 .592*SKY 140. 1. 1.0 168. 2.00 9.953* .05 -.367*TERRAIN 10. 1. 1.0 168. 2.00 52.244* .05 .587*TERRAIN 140. 1. 1.0 168. 2.00 16.873* .05 .525*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HR
1
CCC_1208.SUM 12/19/2008
Soot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 15.00 kmMin. Source-Class I Distance: 15.00 kmMax. Source-Class I Distance: 20.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 140. 20.0 29. 2.00 19.201* .05 .080*SKY 140. 140. 20.0 29. 2.00 9.361* .05 -.161*TERRAIN 10. 84. 15.0 84. 2.00 19.803* .05 .156*TERRAIN 140. 84. 15.0 84. 2.00 3.100* .05 .048
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 1. 1.0 168. 2.00 27.794* .05 .468*SKY 140. 1. 1.0 168. 2.00 7.275* .05 -.290*TERRAIN 10. 1. 1.0 168. 2.00 39.346* .05 .460*TERRAIN 140. 1. 1.0 168. 2.00 12.774* .05 .425*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 20.00 kmMin. Source-Class I Distance: 20.00 km
2
CCC_1208.SUM 12/19/2008
Max. Source-Class I Distance: 25.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 133. 25.0 36. 2.00 15.045* .05 .062*SKY 140. 133. 25.0 36. 2.00 7.280* .05 -.124*TERRAIN 10. 84. 20.0 84. 2.00 14.659* .05 .128*TERRAIN 140. 84. 20.0 84. 2.00 2.481* .05 .043
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 1. 1.0 168. 2.00 23.656* .05 .368*SKY 140. 1. 1.0 168. 2.00 5.598* .05 -.228*TERRAIN 10. 1. 1.0 168. 2.00 30.527* .05 .359*TERRAIN 140. 1. 1.0 168. 2.00 9.984* .05 .339*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 25.00 kmMin. Source-Class I Distance: 25.00 kmMax. Source-Class I Distance: 30.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast
3
CCC_1208.SUM 12/19/2008
=========== ============Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 127. 30.0 42. 2.00 12.425* .05 .051*SKY 140. 127. 30.0 42. 2.00 5.935* .05 -.102*TERRAIN 10. 84. 25.0 84. 2.00 11.354* .05 .108*TERRAIN 140. 84. 25.0 84. 2.00 2.054* .05 .039
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 0. 1.0 168. 2.00 19.985* .05 .289*SKY 140. 0. 1.0 168. 2.00 4.445* .05 -.179*TERRAIN 10. 0. 1.0 168. 2.00 24.066* .05 .280*TERRAIN 140. 0. 1.0 168. 2.00 7.940* .05 .268*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 30.00 kmMin. Source-Class I Distance: 30.00 kmMax. Source-Class I Distance: 35.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 122. 35.0 46. 2.00 10.622* .05 .044SKY 140. 122. 35.0 46. 2.00 4.995* .05 -.088*TERRAIN 10. 84. 30.0 84. 2.00 9.070* .05 .092*TERRAIN 140. 84. 30.0 84. 2.00 1.728 .05 .035
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast
4
CCC_1208.SUM 12/19/2008
=========== ============Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 0. 1.0 168. 2.00 16.752* .05 .227*SKY 140. 0. 1.0 168. 2.00 3.590* .05 -.140*TERRAIN 10. 0. 1.0 168. 2.00 19.148* .05 .219*TERRAIN 140. 0. 1.0 168. 2.00 6.373* .05 .212*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 35.00 kmMin. Source-Class I Distance: 35.00 kmMax. Source-Class I Distance: 40.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 118. 40.0 50. 2.00 9.293* .05 .038SKY 140. 118. 40.0 50. 2.00 4.295* .05 -.077*TERRAIN 10. 84. 35.0 84. 2.00 7.411* .05 .080*TERRAIN 140. 84. 35.0 84. 2.00 1.468 .05 .032
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 0. 1.0 168. 2.00 13.936* .05 .178*SKY 140. 0. 1.0 168. 2.00 2.923* .05 -.110*TERRAIN 10. 0. 1.0 168. 2.00 15.317* .05 .171*TERRAIN 140. 0. 1.0 168. 2.00 5.139* .05 .167*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
5
CCC_1208.SUM 12/19/2008
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 40.00 kmMin. Source-Class I Distance: 40.00 kmMax. Source-Class I Distance: 45.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 105. 43.1 64. 2.00 8.075* .05 .033SKY 140. 105. 43.1 64. 2.00 3.768* .05 -.066*TERRAIN 10. 84. 40.0 84. 2.00 6.161* .05 .069*TERRAIN 140. 84. 40.0 84. 2.00 1.255 .05 .030
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 0. 1.0 168. 2.00 11.514* .05 .139*SKY 140. 0. 1.0 168. 2.00 2.386* .05 -.086*TERRAIN 10. 0. 1.0 168. 2.00 12.291* .05 .134*TERRAIN 140. 0. 1.0 168. 2.00 4.152* .05 .131*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
6
CCC_1208.SUM 12/19/2008
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 45.00 kmMin. Source-Class I Distance: 45.00 kmMax. Source-Class I Distance: 50.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 45.0 84. 2.00 6.971* .05 .028SKY 140. 84. 45.0 84. 2.00 3.255* .05 -.057*TERRAIN 10. 84. 45.0 84. 2.00 5.007* .05 .058*TERRAIN 140. 84. 45.0 84. 2.00 1.035 .05 .026
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 0. 1.0 168. 2.18 9.457* .05 .109*SKY 140. 0. 1.0 168. 2.00 1.948 .05 -.068*TERRAIN 10. 0. 1.0 168. 2.09 9.881* .05 .105*TERRAIN 140. 0. 1.0 168. 2.00 3.356* .05 .103*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 50.00 kmMin. Source-Class I Distance: 50.00 kmMax. Source-Class I Distance: 55.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
7
CCC_1208.SUM 12/19/2008
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 50.0 84. 2.00 5.814* .05 .024SKY 140. 84. 50.0 84. 2.00 2.661* .05 -.048TERRAIN 10. 84. 50.0 84. 2.00 3.879* .05 .047TERRAIN 140. 84. 50.0 84. 2.00 .806 .05 .022
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 25. 35.7 144. 2.00 7.444* .05 .035SKY 140. 25. 35.7 144. 2.00 2.783* .05 -.069*TERRAIN 10. 0. 1.0 169. 2.45 7.951* .05 .082*TERRAIN 140. 0. 1.0 169. 2.00 2.711* .05 .081*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 55.00 kmMin. Source-Class I Distance: 55.00 kmMax. Source-Class I Distance: 60.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 55.0 84. 2.00 4.905* .05 .020SKY 140. 84. 55.0 84. 2.00 2.200* .05 -.041
8
CCC_1208.SUM 12/19/2008
TERRAIN 10. 84. 55.0 84. 2.00 3.054* .05 .037TERRAIN 140. 84. 55.0 84. 2.00 .636 .05 .018
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 30. 41.7 139. 2.00 6.648* .05 .031SKY 140. 30. 41.7 139. 2.00 2.530* .05 -.061*TERRAIN 10. 0. 1.0 169. 2.76 6.402* .05 .064*TERRAIN 140. 0. 1.0 169. 2.00 2.188* .05 .063*
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 60.00 kmMin. Source-Class I Distance: 60.00 kmMax. Source-Class I Distance: 65.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 60.0 84. 2.00 4.177* .05 .018SKY 140. 84. 60.0 84. 2.00 1.837 .05 -.035TERRAIN 10. 84. 60.0 84. 2.00 2.438* .05 .030TERRAIN 140. 84. 60.0 84. 2.00 .508 .05 .015
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 25. 42.9 144. 2.00 5.856* .05 .028SKY 140. 25. 42.9 144. 2.00 2.028* .05 -.056*
9
CCC_1208.SUM 12/19/2008
TERRAIN 10. 25. 42.9 144. 2.00 3.619* .05 .048TERRAIN 140. 25. 42.9 144. 2.00 .875 .05 .033
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 65.00 kmMin. Source-Class I Distance: 65.00 kmMax. Source-Class I Distance: 70.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 65.0 84. 2.00 3.586* .05 .015SKY 140. 84. 65.0 84. 2.00 1.545 .05 -.030TERRAIN 10. 84. 65.0 84. 2.00 1.970 .05 .025TERRAIN 140. 84. 65.0 84. 2.00 .409 .05 .013
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 20. 42.9 149. 2.00 4.958* .05 .025SKY 140. 20. 42.9 149. 2.00 1.529 .05 -.051*TERRAIN 10. 20. 42.9 149. 2.00 3.024* .05 .040TERRAIN 140. 20. 42.9 149. 2.00 .752 .05 .030
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HR
10
CCC_1208.SUM 12/19/2008
NOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 70.00 kmMin. Source-Class I Distance: 70.00 kmMax. Source-Class I Distance: 75.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 70.0 84. 2.00 3.100* .05 .013SKY 140. 84. 70.0 84. 2.00 1.309 .05 -.027TERRAIN 10. 84. 70.0 84. 2.00 1.609 .05 .021TERRAIN 140. 84. 70.0 84. 2.00 .333 .05 .011
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 20. 46.2 149. 2.00 4.141* .05 .021SKY 140. 20. 46.2 149. 2.00 1.239 .05 -.043TERRAIN 10. 15. 41.0 154. 2.00 2.489* .05 .032TERRAIN 140. 15. 41.0 154. 2.00 .662 .05 .026
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 km
11
CCC_1208.SUM 12/19/2008
Source-Observer Distance: 75.00 kmMin. Source-Class I Distance: 75.00 kmMax. Source-Class I Distance: 80.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 75.0 84. 2.00 2.696* .05 .012SKY 140. 84. 75.0 84. 2.00 1.116 .05 -.023TERRAIN 10. 84. 75.0 84. 2.00 1.327 .05 .017TERRAIN 140. 84. 75.0 84. 2.00 .274 .05 .010
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 25. 53.6 144. 2.00 3.460* .05 .017SKY 140. 25. 53.6 144. 2.00 1.095 .05 -.035TERRAIN 10. 15. 43.9 154. 2.00 2.095* .05 .026TERRAIN 140. 15. 43.9 154. 2.00 .568 .05 .022
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 80.00 kmMin. Source-Class I Distance: 80.00 kmMax. Source-Class I Distance: 85.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I Area
12
CCC_1208.SUM 12/19/2008
Screening Criteria ARE ExceededDelta E Contrast
=========== ============Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 80.0 84. 2.00 2.358* .05 .010SKY 140. 84. 80.0 84. 2.00 .956 .05 -.021TERRAIN 10. 84. 80.0 84. 2.00 1.104 .05 .014TERRAIN 140. 84. 80.0 84. 2.00 .227 .05 .008
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 25. 57.2 144. 2.00 2.927* .05 .015SKY 140. 25. 57.2 144. 2.00 .900 .05 -.030TERRAIN 10. 15. 46.8 154. 2.00 1.693 .05 .021TERRAIN 140. 15. 46.8 154. 2.00 .467 .05 .018
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 85.00 kmMin. Source-Class I Distance: 85.00 kmMax. Source-Class I Distance: 90.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 85.0 84. 2.00 2.072* .05 .009SKY 140. 84. 85.0 84. 2.00 .823 .05 -.018TERRAIN 10. 84. 85.0 84. 2.00 .925 .05 .012TERRAIN 140. 84. 85.0 84. 2.00 .190 .05 .007
Maximum Visual Impacts OUTSIDE Class I Area
13
CCC_1208.SUM 12/19/2008
Screening Criteria ARE ExceededDelta E Contrast
=========== ============Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 30. 64.5 139. 2.00 2.501* .05 .012SKY 140. 30. 64.5 139. 2.00 .800 .05 -.025TERRAIN 10. 10. 40.7 159. 2.00 1.422 .05 .016TERRAIN 140. 10. 40.7 159. 2.00 .435 .05 .015
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 90.00 kmMin. Source-Class I Distance: 90.00 kmMax. Source-Class I Distance: 95.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE NOT Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 90.0 84. 2.00 1.828 .05 .008SKY 140. 84. 90.0 84. 2.00 .712 .05 -.016TERRAIN 10. 84. 90.0 84. 2.00 .780 .05 .010TERRAIN 140. 84. 90.0 84. 2.00 .160 .05 .006
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 35. 71.5 134. 2.00 2.154* .05 .010SKY 140. 35. 71.5 134. 2.00 .709 .05 -.021TERRAIN 10. 10. 43.1 159. 2.00 1.203 .05 .013TERRAIN 140. 10. 43.1 159. 2.00 .373 .05 .012
Visual Effects Screening Analysis forSource: Carolina Cement Company
14
CCC_1208.SUM 12/19/2008
Class I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 95.00 kmMin. Source-Class I Distance: 95.00 kmMax. Source-Class I Distance: 100.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE NOT Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 95.0 84. 2.00 1.619 .05 .007SKY 140. 84. 95.0 84. 2.00 .617 .05 -.015TERRAIN 10. 84. 95.0 84. 2.00 .662 .05 .009TERRAIN 140. 84. 95.0 84. 2.00 .136 .05 .005
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE NOT Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 35. 75.4 134. 2.00 1.871 .05 .009SKY 140. 35. 75.4 134. 2.00 .600 .05 -.018TERRAIN 10. 10. 45.5 159. 2.00 .973 .05 .011TERRAIN 140. 10. 45.5 159. 2.00 .306 .05 .010
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
15
CCC_1208.SUM 12/19/2008
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 100.00 kmMin. Source-Class I Distance: 100.00 kmMax. Source-Class I Distance: 105.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE NOT Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 100.0 84. 2.00 1.439 .05 .007SKY 140. 84. 100.0 84. 2.00 .537 .05 -.013TERRAIN 10. 84. 100.0 84. 2.00 .565 .05 .007TERRAIN 140. 84. 100.0 84. 2.00 .117 .05 .005
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE NOT Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 40. 82.4 129. 2.00 1.637 .05 .008SKY 140. 40. 82.4 129. 2.00 .536 .05 -.016TERRAIN 10. 10. 47.9 159. 2.00 .789 .05 .008TERRAIN 140. 10. 47.9 159. 2.00 .250 .05 .008
Visual Effects Screening Analysis forSource: Carolina Cement CompanyClass I Area: Class I
*** Level-1 Screening ***Input Emissions for
Particulates 120.69 LB /HRNOx (as NO2) 498.61 LB /HRPrimary NO2 .00 LB /HRSoot .00 LB /HRPrimary SO4 .00 LB /HR
**** Default Particle Characteristics Assumed
Transport Scenario Specifications:
Background Ozone: .04 ppmBackground Visual Range: 80.00 kmSource-Observer Distance: 105.00 kmMin. Source-Class I Distance: 105.00 kmMax. Source-Class I Distance: 110.00 kmPlume-Source-Observer Angle: 11.25 degreesStability: 6
16
CCC_1208.SUM 12/19/2008
Wind Speed: 1.00 m/s
R E S U L T S
Asterisks (*) indicate plume impacts that exceed screening criteria
Maximum Visual Impacts INSIDE Class I AreaScreening Criteria ARE NOT Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 84. 105.0 84. 2.00 1.283 .05 .006SKY 140. 84. 105.0 84. 2.00 .469 .05 -.012TERRAIN 10. 84. 105.0 84. 2.00 .484 .05 .006TERRAIN 140. 84. 105.0 84. 2.00 .101 .05 .004
Maximum Visual Impacts OUTSIDE Class I AreaScreening Criteria ARE NOT Exceeded
Delta E Contrast=========== ============
Backgrnd Theta Azi Distance Alpha Crit Plume Crit Plume======== ===== === ======== ===== ==== ===== ==== =====SKY 10. 40. 86.5 129. 2.00 1.439 .05 .007SKY 140. 40. 86.5 129. 2.00 .459 .05 -.014TERRAIN 10. 10. 50.3 159. 2.00 .641 .05 .007TERRAIN 140. 10. 50.3 159. 2.00 .205 .05 .006
17
H-1
APPENDIX H
DETAILED SOILS AND VEGETATION ANALYSIS
Additional Impact Analysis (AIA) Detailed Soils and Vegetation
Carolinas Cement Company LLC
Castle Hayne Plant
Prepared for: Carolinas Cement Company LLC
Castle Hayne, North Carolina
Submitted by: Falcon Engineering, Inc.
2736 Rowland Road Raleigh, North Carolina 27615
(919) 871-0803 www.falconengineers.com
Project Number | E10025.00
February 25, 2011
ii
TABLE OF CONTENTS
Page
Figures .............................................................................................................................................................. III Tables ............................................................................................................................................................... III
Executive Summary ...................................................................................................................................... IV
Section 1 | Project Background and Analysis Overview ........................................................................ 1 1.1 Introduction ........................................................................................................................ 1 1.2 Soil and Vegetation Analysis Overview ......................................................................... 1
Section 2 | Soils and Vegetation Survey ................................................................................................... 4 2.1 Soils Survey .......................................................................................................................... 4 2.2 Vegetation Survey ............................................................................................................ 6
2.2.1 Overview of Vegetation and Land Use ........................................................... 6 2.2.2 Agriculture and Forestry ...................................................................................... 6 2.2.3 Natural Communities Classifications ................................................................. 6 2.2.4 Summary of Natural Communities .................................................................... 9
Section 3 | Soil and Vegetation Sensitivity to Exposure ........................................................................ 11 3.1 Direct NOx Exposure ........................................................................................................ 13 3.2 Direct SO2 Exposure ........................................................................................................ 15 3.3 Direct CO Exposure ......................................................................................................... 16 3.4 Direct and Indirect PM Exposure .................................................................................. 17 3.5 Direct and Indirect VOC Exposure ............................................................................... 19
Section 4 | Results of Soil and Vegetation Impact Analysis ................................................................. 21 4.1 Direct NO2 Exposure ........................................................................................................ 21 4.2 Direct SO2 Exposure ........................................................................................................ 21 4.3 Direct CO Exposure ......................................................................................................... 22 4.4 Direct and Indirect Chromium Exposure ..................................................................... 22 4.5 Direct and Indirect Benzene Exposure ........................................................................ 24
Appendix A | Tables ................................................................................................................................. A-1
Appendix B | Drawings and Figures ........................................................................................................ B-1
Appendix C | Works Cited ...................................................................................................................... C-1
iii
FIGURES
Page
Figure 1 | Exposure Response Curve for Foliar Injury from Direct NOX Exposure ............................... 14
TABLES
Page
Table 1 | Ecological Screening Thresholds ............................................................................................. 12
Table 2 | Exposure-Response Data for Foliar Injury to Vegetation from Direct SO2 Exposure ... Error! Bookmark not defined.
Table 3 | NOx Soil and Vegetation Impact Analysis .............................................................................. 21
Table 4 | SO2 Soil and Vegetation Impact Analysis ............................................................................... 22
Table 5 | CO Soil and Vegetation Impact Analysis ............................................................................... 22
Table 6 | Chromium Soil and Vegetation Impact Analysis .................................................................. 24
Table 7 | Benzene Soil Impact Analysis ................................................................................................... 25
iv
EXECUTIVE SUMMARY
This document provides a refined soils and vegetation analysis required as part of the Prevention of Significant Deterioration (PSD) permit application submittal for the proposed Carolinas Cement Company LLC (CCC) plant located near Castle Hayne, North Carolina. CCC is proposing the construction of a new Portland cement manufacturing plant. This document includes an Additional Impact Analysis (AIA), specifically the ecological impacts to soils and vegetation surrounding CCC.
Dispersion modeling was performed for pollutant emissions from the proposed new sources at CCC. These results were submitted under separate cover in a report dated February 25, 2011. The modeling results from the February report served as the basis for this demonstration by evaluating appropriate ecological screening threshold values. Based upon this analysis it was determined that CCC would not have a significant impact on the soils and vegetation surrounding the proposed plant.
1
SECTION 1 PROJECT BACKGROUND AND ANALYSIS OVERVIEW
1.1 Introduction
CCC has submitted a revised air permit application to construct a modern 6000 ton per day (clinker) Portland cement manufacturing plant at the site of its existing cement terminal near Castle Hayne, North Carolina. A more detailed description of the project is presented in the Regulatory Analysis Report section (Tab A) of the application package. The project emissions triggered requirements under the PSD rules at 15A NCAC 02D.0530 for the following pollutants: PM10, PM2.5, sulfur dioxide (SO2), NOx, carbon monoxide (CO), and volatile organic compounds (VOC). The project emissions will also trigger requirements under 15A NCAC 2Q.0700 regarding toxic air pollutants (TAPs).
This document provides the methodologies that were followed in completing the additional impacts analysis (AIA) for soils and vegetation. The results of this analysis are also summarized within this report.
1.2 Soil and Vegetation Analysis Overview
Pursuant to 40 CFR 51.166(o), an applicant for a PSD permit is required to conduct an analysis of the impairment to soils and vegetation that may occur as a result of the proposed source. The applicant is not required to provide an analysis of impacts to vegetation having no “significant commercial or recreational value.” Since developing its comprehensive 1980 guidance document entitled “A Screening Procedure for the Impacts of Air Pollution Sources on Plants, Soils, and Animals”, the United States Environmental Protection Agency (EPA) has not issued significant guidance on the preferred approach for conducting a complete and accurate soils and vegetation analysis, with the exception of limited guidance provided in the NSR Workshop Manual and a few Environmental Appeals Board (EAB) decisions.
The NSR Workshop Manual recommends an evaluation of impacts on the soil and vegetation types found within the Class II Modeling Domain that was established for the modeled criteria pollutants within the Significant Impact Analysis (i.e., SIL Analysis). This provides a reasonable reference for establishing impact thresholds for the analysis beyond the secondary NAAQS (which are generally considered to be protective of most soils and vegetation).
2
For the purposes of this vegetation survey, the term “significant commercial value” is interpreted to mean plant species that are harvested for sale which include commodity crops (i.e., corn, soybeans, tobacco, wheat, etc.), hay, and forest products. The concept of “significant recreational value” for vegetation is much more ambiguous in a rural area dominated by agriculture and forestry than it would be in an area where recreation areas are more clearly defined. To simplify the analysis and to ensure the vegetation survey encompasses as many potentially sensitive species as possible, dominant plant species are evaluated within all areas of the designated impact area regardless of whether or not these areas are designated as parks or other public protected areas which offer “significant recreational value.” Based on other recently performed AIAs accepted by the NCDAQ and other state regulatory agencies, potential impacts were evaluated on soils and vegetation from deposition [PM trace metals and volatile organic compounds (VOC)] in addition to direct phytotoxic effects of modeled criteria pollutants (i.e., CO, NOx, SO2, and PM). It should be noted that detailed deposition modeling was not required to be performed, instead a more conservative screening estimate of deposition was made, as applicable, based upon the modeled ambient concentrations. This screening methodology is presented in Section 4.4.
CCC is located near the border of New Hanover and Pender counties near Wilmington, North Carolina. Possible additional impacts were evaluated out to the extent of the currently established modeling domain, as presented in the Class II Air Dispersion Modeling Report submitted to the North Carolina Department of Environment and Natural Resources (DENR). When completing the AIA soils and vegetation inventory, an evaluation of the soils and vegetation within the entire modeling domain is required. To maintain consistency between the performed modeling analysis for the criteria pollutants and the NSR Workshop Manual, the study area was defined as the Class II modeling domain. It was also shown within the Class II modeling report that the largest SIA was 18.0 km, which is suggests that modeling domain is sufficient for the determination of significant impacts of this facility.
The subsequent sections of this Soils and Vegetation AIA provide the following:
1) The characteristics of the land use, soils, and vegetation in the impact area,
2) The general soil and vegetation sensitivity to CO, NOx, SO2, PM, and VOC,
3) The observed thresholds below which adverse effects from these pollutants are expected to be negligible,
4) A summary of results of the soil and vegetation impact assessment.
Contaminants of Potential Ecological Concern (COPEC) deposition within the modeling domain from CCC will not affect any Class I Areas (federally protected national parks and wilderness areas), as it is completely located within the Class II Area. The Class I report dated January 30, 2009 discusses the possible effects of sulfate and nitrate deposition on the surrounding region. Therefore, no specific review of any Class I area will be provided in this document, although areas of state or regional interest will be
3
discussed in Section 2.2 (Vegetation Survey). The following sections present the PSD additional impacts analysis associated with the COPEC’s from the CCC facility.
4
SECTION 2 SOILS AND VEGETATION SURVEY
2.1 Soils Survey
Soils data, for the purposes of this project, were obtained from several sources in order to accurately describe the soil horizons, parent material, and chemistry that are found in the CCC modeling domain. The primary data resource was the U.S. Department of Agriculture (USDA) Natural Resources and Conservation Service (NRCS) 1 , which in cooperation with other state and local agencies, completed a survey of soils in New Hanover County, North Carolina, in 19772, and in Pender County, North Carolina, in 19903. Also, the Federal Geographic Data Committee (FGDC) Geologic Data Subcommittee (GDS) maintains up-to-date digital cartographic standards for geologic maps in the United States, which provides additional geologic data necessary for interpreting the soil series parent substrate material.4 Additionally, geospatial soil data was obtained from the USDA Natural Resources Conservation Service, Soil Data Mart.5
For the CCC modeling domain, the majority of the soils’ parent material consists of a mixture of eroded Cretaceous age (140 to 65 million years) sedimentary rocks6 mixing with woody organic material (mucks), clayey and loamy marine deposits, loamy and sandy marine deposits, sandy and loamy alluvium, eolian sands, and/or sandy fluviomarine deposits.7 Like the rest of the Southeastern Atlantic-coastal states, eastern North Carolina is dominated by the South Atlantic Coastal Plain and the Western Atlantic coastline. The coastal plain is bordered on the west by the mostly Paleozoic geology of the Piedmont plateau.8 The South Atlantic Coastal Plain is a relatively flat landform with an average elevation of less than 300 feet above sea level, and extends 50 to 100 kilometers inland from the ocean.9 Generally, the coastal plain is wet, including many brown and black water rivers, marshes, pocosins, and swamplands.10
Pender and New Hanover Counties are both located within the Atlantic Coast Flatwoods USDA major land resource area (MRLA) with approximately 70% of the land cover being forested.11 This region is dominated by many broad shallow valleys that have widely meandering stream channels with slow moving water flow. Elevation ranges from 25 to 50 meters, with local relief of less than 10 meters, though some short steep slopes border the stream valleys. Stream valleys in this MRLA are shallow, narrow, and local relief is only a few meters. Wetness is a major land use problem as many of the soils require artificial
5
drainage before they can be used for agriculture, though in some areas sandy soils need irrigation during droughts.
Most of the soils in the region are deep, sandy-loams or silty-loams, with restricted drainage. Almost 50% of the soils in the modeling domain are considered hydric, which form under conditions of saturation, flooding, or ponding, long enough to develop anaerobic conditions in the upper soil horizons, and thus support wetlands. Otherwise, the most extensive soil group in the area is the Aquults, with a thermic temperature regime and an aquic moisture regime. These soils are deep, with a medium to fine texture. Soils that are aquic are poorly drained, and maintain a reducing moisture regime that is virtually free of dissolved oxygen because of saturation by water. In some poorly drained soils, drain tiles help to maintain the available water in the aquic soils at more optimal ranges for non-wetland plants and agriculture, thus allowing commercial agriculture to excel in the region. Some soils in the area have an udic moisture regime and are excessively well-drained.12 Soil series dominant in the area include Goldsboro, Dorovan, Craven, Leon, Murville, Seagate, and Woodington.13
The region is important for the production of various agricultural crops and products, such as the commercial production of corn, soybeans, tobacco, peanuts, beets, and wheat, in addition to livestock (hogs and sheep) and pulpwood (farm woodlots) production.14,15 The modeling domain for the CCC contains several soil series that the USDA considers Prime Farmland,16 which identifies soils that are exceptionally suitable for high yielding agricultural production. These soils can be viewed in Appendix A, Table A-1.
Based on the analysis of the available data discussed above, the soil series in the modeling domain can be described as a nearly level coastal plain, dominated by many broad shallow valleys that have widely meandering stream channels with slow moving water flow, small lakes, pocosins, and wetlands. Soils are generally sandy-loams in the upper soil horizons (area that could be effected by any COPEC deposition and tillage). The majority of the soils in the study area are poorly drained (58.7%), with 49.8% of the soils considered hydric, while well-drained soils account for less than half (41.3%) of the overall area. Soils are acidic to circumneutral, with pH ranges from 3.2 to 9.0, with a weighted average soil pH of 4.6.17 The cation exchange capacity (CEC) of the soil is the sum of the exchangeable cations that a soil can absorb at a specific pH,18 and in this study area the CEC ranges from 0.0 – 84.5 meq/100g soil, with a weighted average of 14.3 meq/100g soil.19 The base saturation percentage of the soil is the extent to which the absorption complex of a soil is saturated with alkali or alkaline earth cations (expressed as a percentage of the CEC)20, or saturation of deposited cations onto soil surfaces. Base saturation for the soils in the modeling domain was found to range from 0-100%, with a weighted average of 14.0%.21
Due to low pH, CEC, and base saturation levels, the soils in general throughout the modeling domain are somewhat chemically susceptible to acidification or eutrophication, due to the low buffering capacity of the soil. Acidification of the soil may be a concern due to the chemical qualities of soil in the modeling domain. However,
6
further discussion of soil acidification is addressed in Sections 3 and 4, specifically section 3.4.1, for Trace Metals. The facility expansion will not cause or contribute to any exceedance of PSD increments or NAAQS in the modeling domain and as a result, CCC will not cause the acidification of soils in the area. Detailed soil characteristics are provided in Appendix A, Table A-1. An ArcGIS map depicting the soil types for the modeling domain is provided in Appendix B, Drawing 002.
2.2 Vegetation Survey
2.2.1 Overview of Vegetation and Land Use
In order to describe the vegetation in the Class II modeling domain surrounding CCC, multiple sources of North Carolina land use data and natural communities’ descriptions were applicable to creating a base map in ArcGIS (Appendix B, Drawing 001). Sources of data included first, aerial photographs, which were obtained from GoogleEarth imagery, allowing an initial evaluation of general natural communities and agricultural tenure.22 Second, ArcGIS shape and raster files of land use data were obtained from the North Carolina Geographic Information Coordinating Council, which were uploaded and clipped to build base maps for analysis and area measurements.23 Third, detailed descriptions of land use in North Carolina were reviewed in a corresponding NC OneMap support file, 24 which were then compared with the Schafale and Weakley publication, Classification of Natural Communities of North Carolina.25 The descriptions of North Carolina natural communities’ classifications found in this publication were utilized to describe the dominant vegetation of the modeling domain in respect to the land use shape files obtained from the NC OneMap. ArcGIS tools were then used to analyze the data via data tables, calculations, and statistics.
2.2.2 Agriculture and Forestry
The land use and vegetation in the modeling domain is dominated by Southern Yellow Pine woodlots (73.3% of the land use)26, specifically by Mesic Pine Flatwoods (woodlots and protected areas). Agriculture accounts for 11.9% of the modeling domain, specifically for the cultivation of Corn (Zea maize x.), Soybeans (Glycine max x.), Tobacco (Nicotiana tabacum), Peanuts (Arachis hypogaea), and Wheat (Triticum aestivum), with some oats, vegetable, poultry, and livestock (sheep and hogs) production as well. 27 According to the NC Geographic Information Coordinating Council, 3.2% of the domain is used for pasture/hay and 8.6% of county is in crop production, including corn, soybeans, tobacco, peanuts, potatoes, beets, wheat, and oats.28
2.2.3 Natural Communities Classifications
The CCC modeling domain is located in the U.S. EPA Level III Ecoregion of the Mid-Atlantic Coastal Plain, and more specifically in the Carolina Flatwoods, Swamps and Peatlands, and the Mid-Atlantic Floodplains and Low Terraces (Level IV Ecoregions)29.
7
Pre-Colonization natural communities supported a complex mixture of wet and mesic pine flatwoods and Pocosins, draining into Cypress-Gum bottomland/wetland, brown/black water rivers, estuaries and salt marsh, as well as maritime shrublands and forest, and inter-dune communities.30 , 31 , 32 The current natural communities that are present in the modeling domain include Upper Beach and Dune Grass (0.2%), Maritime Shrub (0.3%), Salt Marsh and Maritime Wet Grassland (2.0%), Low Pocosin (0.26%), Nonriverine Wet Hardwood Forest (1.4%), Cypress Savanna (0.1%), Mesic Pine Flatwoods (73.3%), Wet Marl Forest (0.1%), Pine-Scrub Oak Sandhill (1.4%), Cypress-Gum Swamp (1.5%), and Water (5.9% - open ocean, estuaries (brackish), rivers, streams, lakes, and “other Waters of the United States”33).34 The natural communities are discussed briefly below. They account for 86.3% of the land use in the modeling domain.
The Upper Beach and Dune Grass natural communities account for only 0.2% of the area, or 342 acres. Though relatively undisturbed community in the ecoregion, this was never a dominant community type in North Carolina as it is found only in a narrow band along the coast. Historic and recent human impacts to coastal barrier dunes have begun to be addressed as the importance of the dune communities to the protection of the coast has been recognized. Restoration efforts have included establishing native grasses and other species in disturbed dunes.35 The Upper Beach and Dune Grass community in this ecoregion is dominated by coarse shifting or recently stabilized sands (Newhan soil series), which are excessively drained, and the vegetation is dominated by Seaoats (Uniola paniculata), Bitter Panicgrass (Panicum amarum), American Beachgrass (Ammophila breviligulata), and further inland by various species of Bluestem grass (Andropogon spp.). 36 Various other species of low-growing, woody shrubs such as Seacoast Marsh Elder (Iva imbricata) are found growing in stabilized sands. In addition, some areas become inundated occasionally by saltwater flooding during storms and are dominated by salt-tolerant species such as Saltmeadow Cordgrass (Spartina patens).
Often found adjacent to and inland from the Upper Beach and Dune Grass community, is the Maritime Shrub community, accounting for 0.3% of the area, or 640 acres. This natural community is dominated by dense evergreen shrubs and small trees. Due to its physiographic location, much of this community has been impacted by coastal development and climate change. 37 This community is dominated by Wax myrtle (Myrica cerifera), Yaupon Holly (Ilex vomitoria), Eastern Red Cedar (Juniperus virginiana), and Dwarf Live Oak (Quercus minima).38 This community is found in extremely well-drained soils (also Newhan soil series) with no horizon development of stabilized sand dunes, dune swales, and sand flats protected from salt water flooding and the most extreme salt spray.
Salt Marsh and Maritime Wet Grassland accounts for 2.0% of the modeling domain, or 3,860 acres. Many of these areas are used for small boat docking, fishing, and shellfishing. Vegetation in this community is dominated by Sea Oats in drier areas, and Jamaica Swamp Sawgrass (Cladium mariscus spp. Jamaicense), Saltwort/Glasswort (Salicornia bigelovii), Needlegrass Rush (Juncus roemerianus), and Cordgrasses (Spartina spp.).39 This natural community is a major contributor to coastal protection, occurring along the intertidal shore of estuaries and sounds where salinity ranges from near ocean
8
strength to near fresh in upriver marshes, and ranks among the most productive ecosystems on earth.40
Further inland, the natural communities diversify from many of the salt tolerant species of the coast and estuaries to a mixture of wet and mesic communities. One of the most unique natural communities of the Mid-Atlantic Coastal Plain is the Low Pocosins, or are peatlands (with peat deposits over 1 meter deep), which have formed on poorly drained interstream flats, bays, and swales.41 Low Poccosins account for 0.3% of the modeling domain, or 515 acres, and are seasonally flooded or saturated, though often slightly higher in elevation than surrounding lands. The peat is deep and saturated enough that plant roots never reach mineral soil. This community consists of a dense shrub layer less than 1.5 meters tall dominated by Fetterbush Lyonia (Lyonia lucida), Swamp Titi (Cyrilla racemiflora), Inkberry (Ilex glabra), and Laurel Greenbrier (Smilax laurifolia). 42 This community receives its nutrient input only from rainfall and thus plant species have adapted to an extremely acidic and nutrient poor environmental conditions.43
Typically on the margins of large Pocosins, poorly drained loamy or clayey soils, support a Palustrine seasonally saturated or flooded natural community known as the Nonriverine Wet Hardwood Forest. This community is distinguished by the combination of bottomland oak or mixed hardwood vegetation located on flats not flooded by rivers or tidal waters. Nonriverine Wet Hardwood Forest accounts for 1.4% of the study area, or 2,704 acres. This community is dominated by Swamp Chestnut Oak (Quercus michauxii), Laurel Oak (Quercus laurifolia), American Elm (Ulmus americana), Red Maple (Acer rubrum), and Swamp Tupelo (Nyssa biflora).44 This natural community is easy to drain and rich soils make excellent farmland, so though once common in the area, very few of these communities remain intact and make this one of the most threatened community types on the Coastal Plain.45 This community is not found present within the confines of the currently proposed CCC project.
Cypress Savannah is found on wetland soils with a clay hardpan, forming Palustrine, seasonally to temporarily flooded wetlands in Carolina bays and other clayey depressions.46 Considered a rare community in North Carolina, only 0.1% of area, or 215 acres, were accountable for this natural community. With an open to sparse canopy dominated by Bald Cypress (Taxodium distichum), some other wetland trees and shrubs grow in minimal association. This community is dependent on a combination of flooding and fire to maintain an open savanna structure, for without flooding or fire young pines and hardwoods begin to invade many sites.47
The modeling domain is dominated by the Mesic Pine Flatwoods natural community, accounting for 73.3% of the study area, or 142,446 acres. This community is found in mesic, non-wetland sites, with either flat or rolling Coastal Plain sediments, which are neither excessively drained nor with a significant seasonal high water table, and dominated by a closed to open canopy of Longleaf Pine (Pinus palustris) or Loblolly Pine (Pinus taeda), and in some cases of Slash Pine (Pinus elliottii).48 This community has been cleared in some areas for agriculture, but is mostly utilized for large, privately owned woodlots and pulpwood production.49
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The modeling domain contains a very rare natural community, Wet Marl Forest, which is presently known to exist in only southern Pender County, on a marl outcrop area.50 The only known example of such a community in North Carolina is in Rocky Point Marl Forest, located in Southern Pender County, and it is not known to exist on the current CCC property.51 Flat or gently sloped poorly drained uplands with marl or limestone near the surface, retain wet, seasonal to intermittently flooded soils that exhibit relatively high base saturation levels. This closed canopy forest of mesic and wetland hardwoods accounts for 0.1% , or 87 acres, of the study area, and is dominated by many species of oaks such as Shummard’s Oak (Quercus shumardii), White Oak (Quercu alba), Swamp White Oak (Quercus michauxii), and others in conjunction with hickories (Carya myristiciformis, C. aquatic, C. aquatic, C. cordiformis, and others), Red Mulberry (Morus rubra), Carolina Basswood (Tilia americana var. caroliniana), American Elm (Ulmus Americana), Sweetgum (Liquidambar styraciflua), and a diverse understory of mesic small trees, shrubs, herbs, and vines.52
The Pine-Scrub Oak Sandhill is found on sites with generally rolling to more steeply sloping sandy Coastal Plain sediments with a clay layer near the surface, exhibiting dry to xeric moisture regimes. This open canopy community is found on about 1.4%, or 2,736 acres, and is dominated by Longleaf Pine (Pinus palustris), Turkey Oak (Quercus marilandica), Black Oak (Quercus marilandica), and other oak species (Quercus spp.). 53 The understory is often moderately sparse, though at times it can be rather dense. This community naturally experience frequent low intensity surface fires which keeps the understory sparse and stimulates herbaceous growth.54
The final natural community found within the modeling domain of the CCC facility is the Cypress-Gum Swamp. This community is typically classified into two subtypes, Blackwater Subtype and Brownwater Subtype, though they are presented here as one group as remote analysis of available data does to differentiate between the two subtypes.55 Cypress-Gum Swamp communities account for 1.5% of the study area (2,892 acres) and are found in backswamps, sloughs, swales, and on floodplains of blackwater and brownwater rivers. The hydrology is palustrine, with seasonal to semipermanent flooding, and the water tends to be very acidic, low in mineral sediment and nutrients.56 Cypress-Gum Swamps are dominated by Swamp Tupelo (Nyssa biflora), Blackgum (Nyssa sylvatica), Pond Cypress (Taxodium ascendens), and Bald Cypress (Taxodium distichum). 57 The environmental factors mentioned above enable very slow growth in trees, and therefore community recovery from logging activities can be slow.58
2.2.4 Summary of Natural Communities
By describing the basic matrix of the plant communities of the modeling domain, both agricultural and natural, more efficient analysis of gap dynamics, ecosystem functionality, and possible impacts to various change agents such as urbanization, development, and/or the increase of COPEC’s can be analyzed in respect to the proposed CCC project. The natural communities can be viewed in tabular format in Appendix A, Table A-2, and geospatially depicted in Appendix B, Drawing 001. About three-quarters (73.3%) of the land use in the study area are found in Pine Flatwoods as
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protected areas or private woodlots. 59 For this Additional Impacts Analysis (AIA), assessing the increase of COPECs in the impact area is important for ecological parameters due to the high presence of wetlands (49.8% of the county)60,61 and other sensitive or rare communities in the area, and also from a commercial (recreational, fisheries, agricultural and agro forestry) perspective as well. It can be difficult to predict ecological or agricultural impacts due to air emissions based on data and conclusions available in peer-reviewed literature because of significant variations in experimental designs.62
For the purposes of this project, threshold values (TRVs) for assessing COPEC impacts were obtained first from EPA sources. Where data was absent for particular COPECs, additional literature review was completed in order to determine critical TRVs. The EPA maintains a high level of screening of peer-reviewed literature in developing these ecological screening levels (Eco-SSL’s)63 and establishing TRVs64,65 for COPECs. Many COPECs do not have federal Eco-SSL’s or TRVs, and thus a review of other sources of TRVs for secondary receptors (vegetation, plants, animals, water, etc) is necessary. Other sources of data include but are not limited to the EPA Supplemental Guidance to RAGS: Region 4 Bulletins for Ecological Risk Assessment66, EPA Region 5 Ecological Screening Levels67, EPA Screening Level Ecological Risk Assessment Protocol for Hazardous Waste Combustion Facilities68, EPA’s secondary NAAQS standards (not human-health based)69, peer-reviewed literature in scientific journals and publications, World Health Organization’s standards 70 , or other international/multi-national organizations. 71 It is important to note that many of these TRVs are guidance levels and are not based on any regulatory standards.
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SECTION 3 SOIL AND VEGETATION SENSITIVITY TO EXPOSURE
The following sections provide an evaluation of potential adverse effects to soils and vegetation from direct and indirect exposure to the NOX, SO2, CO, PM, and VOC emissions from CCC. These evaluations reference threshold exposure levels that define the lowest air, deposited soil, or plant tissue concentrations at which either acute or chronic exposure damage has been recorded in the referenced technical literature. The screening thresholds established are expected to be protective of even the most sensitive soils and vegetation in the modeling domain and are presented in Table 1.
By describing the basic matrix of both agricultural and natural plant communities in the modeling domain, a more detailed analysis of possible impacts from the CCC project’s PSD triggering pollutant emissions was conducted. Specifically, during the course of the literature review conducted to establish soils and vegetation screening thresholds for potential adverse impacts, the available literature was searched for toxicological studies of the species known to exist within the impact area (refer to Tables A-3 to A-4 of Appendix A) with a primary focus on wetlands, pine flatwoods, and corn. As the scope of the vegetation survey was not limited to only species with “commercial or recreational value”, Table A-5 of Appendix A and Drawing 001 of Appendix B show the locations of all natural areas, water bodies, state park, preserves, and other recreation areas within the modeling domain that may have specific recreational and commercial value, and therefore, may contain plant species of specific interest for the vegetation analysis.
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TABLE 1 | ECOLOGICAL SCREENING THRESHOLDS
Pollutant
Acute Ecological Screening Threshold
Chronic Ecological Screening Threshold
Value Units Avg. Ref Value Units Avg. Ref
NO2 NA 100 µg/m3 Ann. 1
SO2 1300 µg/m3 3-hr 1 NA
CO 10,000 µg/m3 8-hr 2 NA
PM Trace Metals
Trace Metals: Chromium NA 200 µg/kg soil Ann. 3
NA 18 µg/kg plant Ann. 3
VOC Constituents of Concern
Benzene NA 255 µg/kg soil Ann. 3 1 U.S.EPA, 2011. Policy Assessment for the Review of the Secondary National Ambient Air Quality Standards for Oxides of Nitrogen and Oxides of Sulfur. US EPA Office
of Air Quality Planning and Standards, EPA-452/R-11-004a, January 14, 2011. 2 U.S.EPA: Office of Air Quality Planning and Standards - Assessment for the Review of the Carbon Monoxide National Ambient Air Quality Standards, EPA 452/R-10-007,
October 2010. 3 U.S. EPA Office of Solid Waste and Emergency Response, Screening Level Ecological Risk Assessment Protocol for Hazardous Waste Combustion Facilities, EPA530-D-
99-001A, August 1999.
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3.1 Direct NOx Exposure
Nitrogen is an essential plant nutrient, which is a key component in plant proteins and chlorophyll that has been recognized by science and agricultural communities for over 200 years. Gaseous NOX enters plant leaves through the stomata, which open at sunrise and close in darkness, although drought conditions, higher temperatures, and low concentrations of atmospheric CO2 can also cause the stomata to open during the night.72 Sufficient ambient concentrations of nitrogen oxide (NO) and nitrogen dioxide (NO2) (which are collectively referred to as NOX) can have phytotoxic effects on plants through decreased photosynthesis and induced visible foliar injury. However, the functional relationship between ambient concentrations of NOX and a specific plant response, such as foliar injury, reduction in rates of photosynthesis, or reduced growth, is a complex process that relies on a number of internal and external factors specific to the plant species studied.
In the recently completed review of the secondary NO2 NAAQS, EPA concluded that existing ambient NOX concentrations are rarely high enough to cause phytotoxic effects to vegetation.73 Nevertheless, the 2010 Integrated Science Assessment (ISA) for the NO2 NAAQS review includes a complete and thorough review of experimental studies on the topic of adverse impacts from NOX exposure on many types of vegetation. Based on this literature review, EPA concluded that “very little new research has been done” on the phytotoxic effects of NOX to alter the conclusions in the 1993 Air Quality Criteria Document (AQCD). Additionally, in the January 14, 2011, U.S. EPA Policy Assessment for the Review of the Secondary National Ambient Air Quality Standards for Oxides of Nitrogen and Oxides of Sulfur, it is indicated that the current NAAQS secondary standards
are sufficient for the protection of vegetation from direct damage associated with exposure to gaseous NOx.74
The 1993 AQCD included results from various experimental studies for various species found in the modeling domain, including Loblolly Pine, Sweetgum, Corn, and Soybeans. Loblolly Pine and Sweetgum both showed no injury due to NO2 concentrations of 100 ppb (6 hr/day for 28 days). Though this species is not dominant in the modeling domain, it is present and it is listed here due to its similar growth habit of several of the dominant pine species that were not reviewed in the AQCD document. Corn showed no injury due to NO2 concentrations ranging from 100 to 1,000 ppb at 24-hour exposures, for two weeks. Soybeans showed no response to NO2 concentrations of 100 to 400 ppb at varying time intervals from two weeks to two months. The relationship of exposure response of vegetation to various NOx concentrations over time is shown in Figure 1 below.
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Figure 1 | Exposure Response Curve for Foliar Injury from Direct NOX Exposure
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It is reasonable to expect based on the results of the chronic exposure studies that plants would not exhibit any adverse response to NO2 concentrations below 100 ppb, and in fact, the exposure-response curve suggests NO2 concentrations up to 600 ppb would be protective.75 Based on all of the experimental evidence reviewed, as well as the recently published U.S.EPA 2011 Policy Assessment for the Review of the Secondary National Ambient Air Quality Standards for Oxides of Nitrogen and Oxides of Sulfur, the current NAAQS secondary standard provides a protective screening threshold for injury to sensitive plants from NOX. Thus, an annual screening threshold for chronic exposure was used based on the current secondary NO2 NAAQS standard of 53 ppb (100 µg/m3), which is far below any site-specific screening thresholds that would be established based on the peer-reviewed literature.
3.2 Direct SO2 Exposure
Sulfur is an essential plant nutrient that has been recognized by science and agricultural communities for over 200 years.76 Intermediary metabolism requires sulfur, and it is a constituent of many organic compounds (amino acids and proteins in plant tissues).77 The most common form of sulfur uptake is as sulfate (SO42-) from the soil through the roots, although uptake of sulfate through direct deposition to foliage and uptake of SO2 through foliage from the atmosphere are other significant pathways. SO2 is absorbed into plant foliage via diffusion through the stomata.78,79 Therefore, plants generally show a higher degree of resistance to SO2 at night and they become more sensitive with increasing irradiance, similar to the NOX exposure pathways discussed previously. 80 Acute and chronic symptomology of SO2 exposure to vegetation is intensified by increased temperatures, increased relative humidity (from 35 to 75 percent), and increased available soil water capacity.81,82 Soil fertilization via nitrogen in the form of nitrate (NO3-) increases SO2 tolerance of plants, although the ammonium ion (NH4+) in fertilizers may exhibit competing adverse effects.83
Visible injury response of various plants in field conditions is commonly the response to a mixture of high concentration acute and low concentration chronic SO2 exposures, and variable environmental conditions. The use of defined SO2 concentration thresholds for visible injury can be difficult, despite the overwhelming amount of related research over the past 100 years. Foliar SO2 injury in dicotyledonous plants appears initially as dull, dark-green water soaked appearance, forming into marginal and interveinal bifacial necrosis.84 Specifically, acute SO2 injury on leaves of soybean is typically seen as a whitish-tan interveinal necrosis.85 Dicots that are common in the impact area and are relatively sensitive to SO2, include Soybeans, Wheat, Beets, Oats, and American Elm (Ulmus americana). Chronic foliar injury in monocots is commonly seen as interveinal and marginal chlorosis (rapid inhibition of chlorophyll formation), extending from the lead tip downward toward the lead base.86,87 Acute foliar injury in monocots is commonly seen as reddish-brown tip necrosis, that, depending on the duration of repeated exposure to SO2, can lead to distinct banding patterns in the necrotic area (corn) and premature dropping of older needles in species of pine.88 Monocots in the impact area
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for CCC, which are considered sensitive to SO2, include Corn (Zea maize x.) and various sedges and grasses. In general, injury caused by SO2 exposure ranges from tissue damage from acute exposure, to yield reduction, growth inhibition, and severe tissue damage or loss from chronic exposure.
Currently, SO2 is the only criteria pollutant with a secondary NAAQS distinct from the primary standard which was specifically established based on welfare effects including acute foliar injury resulting from exposure to SO2 in the ambient air. The current secondary SO2 NAAQS, 0.50 ppm (1,300 µg/m3) on a 3-hr average basis, was promulgated in 1970. The last AQCD for ecological effects of SO2 was completed in 2008. According to the recent ISA developed for the SO2 NAAQS review, “controlled experiments and field observations supported retaining this secondary standard,” and the limited research on acute foliar damage that has been conducted since the 1982 AQCD was developed provides “no clear evidence of acute foliar injury below the level of the current standard”.89
Therefore, relying on information presented in the most recent AQCD developed for SO2, as well as the U.S.EPA 2011 Policy Assessment for the Review of the Secondary National Ambient Air Quality Standards for Oxides of Nitrogen and Oxides of Sulfur, it is indicated that the current NAAQS secondary standard is sufficient for the protection of vegetation from direct damage associated with exposure to gaseous SOx.90 An acute screening threshold was used for injury to sensitive plants from SO2 emissions of 1300 μg/m3 on a 3-hour average basis, based on the existing secondary NAAQS standard.
3.3 Direct CO Exposure
Concentrations of CO are not typically detrimental to vegetation, and have not been found to produce detrimental effects on plants at concentrations below 114,500 μg/m3 for exposures from 1 to 3 weeks, nor has it been shown that CO is absorbed by plants via transpiration and root uptake.91 Microorganisms in the soil appear to be a major sink for CO.
On April 30, 1971, EPA promulgated identical primary and secondary NAAQS for CO set at 9 ppm (10,000 μg/m3) on an 8-hour average basis and 35 ppm (40,000 μg/m3) on a 1-hr average basis (36 FR 8186). After a reexamination of the scientific data upon which the CO NAAQS was based, EPA announced its final decision on September 13, 1985 to revoke the secondary standard for CO, due to a lack of evidence of direct effects on public welfare at ambient concentrations. Subsequent scientific reviews of data available on the welfare effects of CO including effects on soils and vegetation in 1991, 2000, and 2009 have not altered EPA’s previous decision to not impose a secondary NAAQS for CO. In October of 2010, U.S.EPA conducted a policy assessment on CO NAAQS primary and secondary standards and continued to uphold this decision.92 Based on this recent action, an acute screening threshold for potential adverse impacts
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to vegetation from CO exposure of 10,000 μg/m3 on an 8-hour average basis was utilized. No chronic effects from CO exposure were documented in the literature.
3.4 Direct and Indirect PM Exposure
PM is not a single pollutant, but instead is composed of a heterogeneous, largely inert, mix of compounds with differing particle size, mechanisms of formation, and chemical composition. PM can enter the foliage of vegetation through the stomata if the particle size is small enough (PM2.5).93 For coarse particles (PM10) that are water soluble, or have some water soluble components and/or react with chemicals in the soil, plant uptake of ions from the leaf or through the roots does occur.94 Indirect entry through roots may cause chronic effects because of changes in soil chemistry.95 Detrimental effects of PM on vegetation (phytotoxicity) have been demonstrated in areas that are in the immediate vicinity of some types of stationary industrial sources. The most imposing effect of PM deposition on vegetation is a physical smothering of the leaf surface, reducing light transmission (decreased photosynthesis) and possible closure and clogging of stomata (decreased transpiration), both of which can cause reduced productivity, inhibited growth, or ultimately death.
Exposure to a given concentration of airborne PM and the resulting mass of deposited material may lead to widely varying phytotoxic effects depending on the particle size and chemical composition of the PM species in the ambient air. In the most recent AQCD for PM conducted in 2004, EPA recognized this fact when it stated “effects of particulate deposition on individual plants or ecosystems are difficult to characterize because of the complex interactions among biological, physicochemical, and climatic factors.”96 A subsequent staff paper issued by U.S. EPA concerning the PM NAAQS review process also acknowledged the difficulty in assessing adverse effects on soils and vegetation from PM air pollution when evaluated as a single class by stating the following:97
“Because PM size classes do not necessarily have specific differential relevance for vegetation or ecosystem effects (Whitby, 1978; EPA, 1996a), it is the opinion of the staff that an ecologically relevant indicator for PM should be based on one or more chemical species found in ambient PM.”
The chemical species found in PM specifically evaluated in the AQCD include trace metals and semivolatile organic compounds (which can deposit and cause phytotoxic effects). The following sections establish screening thresholds for each of these chemical species found in PM which exhibit ecological toxicity and can be used as indicators to assess potential adverse impacts from CCC’s PM emissions.
Trace Metals
PM emissions from the proposed sources at the CCC are expected to contain the following trace metals with documented ecological toxicity: antimony, arsenic,
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beryllium, cadmium, chromium IV (bioavailable), chromium IV (soluble), cobalt, lead, manganese, mercury, nickel, and selenium. 98 Deposited heavy metals tend to accumulate in soil layers just below the level where root activity occurs.99 Although some trace metals are essential for vegetative growth, they can be toxic to plants when accumulated in large quantities through both direct uptake from foliage and indirect uptake from soils through root systems.100 As shown in Table A-3 of Appendix A, a complete inventory of plant and soil toxicity data was compiled for the emitted metallic compounds found in PM based on the U.S. EPA Screening Level Ecological Risk Assessment Protocol (SLERAP) toxicity reference values (TRVs) and the U.S. EPA Office of Solid Waste and Emergency Response (OSWER) Ecological Soil Screening Levels (Eco-SSLs).
In order to determine which of these chemical species to evaluate quantitatively in the air dispersion modeling analysis for comparison against the screening threshold, a toxicity-weighted emissions score was calculated for each metallic compound by dividing the annual potential emissions in tons per year (tpy) by the lowest of the plant and soil TRVs or Eco-SSLs in µg/kg. The resulting individual pollutant scores for plant and soil toxicity were then expressed as a percentage of the total score for all metallic compounds to determine the compound that is most likely to cause the highest offsite impacts on plants and soils. To determine which pollutant is expected to have the highest cumulative impact on plants and soils, the percentages of the total emission score for plant and soil toxicity were averaged. Based on this analysis, modeling impacts of chromium (Chromium VI) were evaluated, both soluble and bioavailable, in order to evaluate potential ecological impacts from the CCC’s PM emissions (refer to Table A-3 of Appendix A). This toxicity-weighted emissions scoring approach is identical to the procedure used to select chemicals of potential ecological concern (COPECs) in multiple ecological Screening Analyses and AIA’s for other PSD applicants.101
Chromium is both an essential nutrient and a carcinogen, yet the essentiality and carcinogenicity of chromium depend on its chemical form. Oxidation state and solubility (trivalent chromium compounds are less toxic than those of hexavalent chromium (CrVI)) are particularly important in determining the biological effects of chromium compounds. For this reason, total chromium measurements are of little value in assessing its nutritional benefits or its toxicological hazards.102 According to the NCDENR’s Update Guidelines for Implementing Acceptable Ambient Levels (AALs) for Chromium (VI) Compounds, the primary form of Cr (VI) present in combustion processes is a soluble chromate compound under NC TAP rules, chromic acid (CrO3), which is not considered a marine pollutant by the US EPA. 103 In addition, Chromium(VI)-contaminated soil can support a viable anaerobic bacterial community (such as those found in wetlands); however, Cr(VI) alters the soil composition, which could affect the soil biodegradation potential,104 However, with decreasing pH in acid media such as the soils in and near the CCC facility, CrVI compounds are transposed to soluble sodium chromate. Soluble CrVI compounds dissolve under lower pH soil conditions.105
Since the TRVs for chromium are the lowest thresholds from among the TRVs and Eco-SSLs listed in Table A-3 of Appendix A, a chronic screening threshold for potential adverse
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impacts to soils from total chromium exposure of 200 µg/kg over the lifetime of the CCC’s operations were utilized. To evaluate adverse effects on vegetation from total chromium exposure, a chronic screening threshold of 18 µg/kg over the lifetime of the CCC’s operations based on the plant TRV was utilized. No acute ecological screening thresholds for metallic compound deposition were found in the literature review, and therefore, only chronic impacts were evaluated.
3.5 Direct and Indirect VOC Exposure
VOC in the atmosphere is partitioned between the gas and particle phases, depending on the liquid-phase vapor pressure of the organic compounds at the ambient temperatures, the surface area per unit volume of air of PM in the atmosphere available for adsorption, and the nature of the particles and of the chemical being adsorbed. Trace low vapor pressure semivolatile organics such as certain polycyclic organic matter (POM) and polynuclear aromatic hydrocarbons (PAH) are more likely to adsorb onto particles, while more commonly emitted VOC compounds such formaldehyde and benzene remain in the gas phase. These particle-phase semivolatile organic compounds may enter plants indirectly by uptake through the roots or directly by deposition onto the cuticles and stomata.106 The dominant exposure pathway depends on the chemical and physical properties of the pollutant, (i.e., lipophilicity, water solubility, vapor pressure and Henry’s law constant), environmental conditions such as ambient temperature and soil organic content, and the plant species which influences the available surface area for deposition and the lipids available for accumulation.107
Concentrations of VOC, when evaluated as a class of pollutant, are not typically directly detrimental to vegetation or soils (with the exception of ethylene), and have not been found to produce detrimental effects on plants, until VOCs and NOX react in sunlight to form atmospheric ozone (O3).108 109 110 Most compounds found within VOC tend to be highly reactive with short atmospheric residence times that prevent persistent exposure to vegetation and the possibility for phytotoxic effects, and therefore, almost no literature is available on the direct effects of VOC emissions on plants.111
Similar to PM, concentrations of VOC when evaluated as a class of pollutant are not typically directly detrimental to vegetation or soils (with the exception of ethylene), and they have not been found to produce detrimental effects on plants until VOCs and NOX react in sunlight to form atmospheric ozone (O3).112 113 114 Most compounds found within VOC tend to be highly reactive with short atmospheric residence times that prevent persistent exposure to vegetation and the possibility for phytotoxic effects, and therefore, very little literature is available on the direct effects of VOC emissions on plants.115 Ecological screening levels for soil contamination for selected VOC compounds are, however available, and as shown in Table A-4 of Appendix A, the available EPA Supplemental Guidance to RAGS: Region 4 Bulletins for Ecological Risk Assessment116 and EPA Region 5 Ecological Screening Levels (ESL) for emitted VOCs were used to determine which compound to evaluate quantitatively in the modeling portion of this analysis.117
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The same toxicity-weighted emissions scoring approach applied to metals and PAHs was applied to these VOC compounds. Based on this analysis, benzene is expected to produce the highest offsite soil impacts.
Absorption of benzene through leaf stomata or cell walls can cause death in plants and roots and damage to the leaves of many agricultural crops.118 Benzene is carried via the atmosphere. When it comes into contact with soil, benzene will usually breakdown quickly. It can be mobile in soil, however, and may contaminate groundwater.119
Benzene is expected to produce the highest offsite soil and vegetation impacts. Therefore, a chronic screening threshold for potential adverse impacts to soils from benzene exposure of 255 µg/kg over the lifetime of the CCC’s operations was utilized. No acute ecological screening thresholds for benzene deposition were found in the literature review, and therefore, CCC only evaluated chronic impacts.
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SECTION 4 RESULTS OF SOIL AND VEGETATION IMPACT ANALYSIS
4.1 Direct NO2 Exposure
In order to assess compliance with the acute screening threshold for direct NO2 exposure [53 ppb (100 µg/m3) on an annual average basis], the Highest First High (H1H) modeled concentrations from CCC sources only was used. As shown in Table 3, CCC remains below the established acute ecological screening threshold values. As such, no further ecological analysis were performed and no adverse impacts to soils and vegetation from direct NO2 exposure are expected.
TABLE 2 | NO2 SOIL AND VEGETATION IMPACT ANALYSIS
Pollutant Averaging Period
Modeled Result 1
(μg/m3)
Acute Ecological Screening Threshold (μg/m3)
Chronic Ecological Screening Threshold (μg/m3)
NO2 Annual 0.8 NA 100
1 Based on H1H modeled concentrations.
4.2 Direct SO2 Exposure
In order to assess compliance with the acute screening thresholds for direct SO2 exposure (1300 μg/m3 on a 3-hr average basis), the H1H modeled concentration from the 3-hr averaging period for CCC sources only was used. As shown in Table 4, CCC remains below the established screening threshold values. As such, no further impact analysis were performed and no adverse impacts to soils and vegetation from direct SO2 exposure are expected.
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TABLE 3 | SO2 SOIL AND VEGETATION IMPACT ANALYSIS
Pollutant Averaging Period
Modeled Result 1
(μg/m3)
Acute Ecological Screening Threshold (μg/m3)
Chronic Ecological Screening Threshold (μg/m3)
SO2 3-hour 9.1 1,300 NA
1 Based on H1H modeled concentrations.
4.3 Direct CO Exposure
In order to assess compliance with the acute screening threshold for direct CO exposure (10,000 μg/m3 on an 8-hour average basis), the H1H 8-hr modeled concentration for CCC sources only were relied upon. As shown in Table 5, CCC’s 8-hr average impacts are less than the acute screening threshold, and therefore, no adverse impacts to soils and vegetation from direct CO exposure are expected.
TABLE 4 | CO SOIL AND VEGETATION IMPACT ANALYSIS
Pollutant Averaging Period
Modeled Result 1
(μg/m3)
Acute Ecological Screening Threshold (μg/m3)
Chronic Ecological Screening Threshold (μg/m3)
CO 8-hour 28 10,000 NA
1 Based on H1H modeled concentrations.
4.4 Direct and Indirect Chromium Exposure
Particle-phase deposition modeling for chromium was performed to determine the maximum offsite annual average deposition rate. This maximum deposition rate from among the five-years modeled was then used to calculate the maximum accumulated soil and plant tissue concentrations at the end of the facility’s useful life. The same modeling parameters presented within the January 2011 modeling report were used with the exception of the deposition parameters. Dry and wet particle phase deposition modeling for chromium was conducted using the “Method 2” approach in AERMOD. As recommended in the AERMOD User’s Guide, the recommended mass fraction of
23
chromium emissions in the fine mode (55 percent) and mass-mean aerodynamic particle diameter (1.2 µm) were used, as presented in Appendix B of the draft ANL report.
In order to compare these maximum modeled deposition rates with the ecological screening values established, the procedure outlined in EPA’s guidance document “A Screening Procedure for Impacts on Air Pollution Sources on Plants, Soils, and Animals” was used. Based upon this screening methodology the following equations were used to derive the deposited concentration on soils:
Where:
DC = deposited concentration (μg/kg soil),
Wdep = weight deposited (μg), and
Wsoil = weight of soil (kg).
To derive the weighted deposited (Wdep) the following equation was used:
Where:
DR = maximum annual average deposition rate from the source (μg/m2/yr),
Adep = deposition area (1 m2), and
N = expected lifetime of the source (years).
To derive the weight of the local soil (Wsoil), the following equation was used:
Where:
d = depth of soil through which the deposited material is distributed (cm), and
ρsoil = bulk density of soil (g/cm3).
Based upon site-specific conditions it was determined that the depth through which the deposited material is distributed (d) is 4.5 cm, the bulk density of soil (ρsoil) is 1.27 g/cm3. Given the long expected lifetime of this source (N), a conservative value of 100 years
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was selected. As a conservative approach the H1H modeled value for total chromium deposition was used.
To derive the concentration in plant tissue, the following equation was used:
Where:
TC = tissue concentration (μg/kg plant),
DC = deposited soil concentration (μg/kg soil), and
CR = concentration ratio.
Table 3.6 in EPA’s guidance “A Screening Procedure for Impacts on Air Pollution Sources on Plants, Soils, and Animals” provides the required plant-to-soil concentration ratios. Based upon this table, for chromium a ratio of 0.02 is recommended.
The results of the chromium soil and plant tissue concentration calculations are provided in Table A-6, Appendix A based upon the deposition modeling performed and the methodology described above. As shown in Table 6, the highest deposited chromium concentrations modeled for CCC are below the chronic ecological screening threshold, and therefore, no adverse impacts to soils and vegetation from chromium exposure are expected.
TABLE 5 | CHROMIUM SOIL AND VEGETATION IMPACT ANALYSIS
Pollutant Averaging Period
Highest Deposited
Concentration
(μg/kg)
Acute Ecological Screening Threshold (μg/kg)
Chronic Ecological Screening Threshold (μg/kg)
Total Chromium Annual (soil) 96.8 NA 200
Annual (plant) 1.94 NA 18
4.5 Direct and Indirect Benzene Exposure
Gas-phase deposition modeling for benzene was performed to determine the maximum offsite annual average deposition rate. These results were used to calculate the
25
maximum accumulated soil concentration at the end of the CCC’s useful life (100 years). This methodology is consistent with the procedure outlined previously for chromium. Given the volatile nature of benzene, it is expected that deposited amounts will not remain or accumulate within the soils as this methodology assumes, as such this will present a most conservative approach. The same modeling parameters presented within the January 2011 modeling report were used with the exception of the deposition parameters used for benzene. The following pollutant specific source parameters required for benzene gas deposition modeling taken from Appendix C and D of the ANL report were used: 1) diffusivity in air, 0.08962 cm2/s, 2) diffusivity in water, 1.040 × 10-5 cm2/s, 3) cuticular resistance, 2.51 × 104 s/cm, and 4) Henry’s law constant, 5.57 × 102 Pa × m3/mol.
As there are no vegetation screening values only soil concentrations were determined. The results of the benzene gas-phase deposition modeling are provided in Table 7. Table A-7, Appendix A provides a detailed summary of the modeling results and concentration derivation. As shown in Table 7, the highest deposited benzene concentrations modeled for CCC are below the chronic ecological screening threshold, and therefore, no adverse impacts to soils and vegetation from benzene exposure are expected.
TABLE 6 | BENZENE SOIL IMPACT ANALYSIS
Pollutant Averaging Period
Highest Deposited
Concentration
(μg/kg soil)
Acute Ecological Screening Threshold
(μg/kg soil)
Chronic Ecological Screening Threshold
(μg/kg soil)
Benzene Annual 2.95 NA 255
A-1
APPENDIX A TABLES
AnB Alpin fine sand, 1-6% slopes 5,822 5,822 3.0% 2.9 5.5 29 excessively drained 1.45AuB Autryville fine sand, 1-4% slopes 5,916 5,916 3.0% Yes 1.7 5.5 29 well drained 1.65AyB2 Aycock loam, 3-6% slopes, eroded 604 604 0.3% Yes 4.5 5.3 22 well drained 1.45
Ba Bayboro, ponded or drained 225 225 0.1% Yes 11.5 4.6 4 hydric very poorly drained 0.10% 1.4BaB Baymeade fine sand, 1-4% percent slopes 3,658 3,658 1.9% Yes 1.6 5.5 29 well drained 1.68Be Baymeade fine sand, 1-6% percent slopes 1,590 1,590 0.8% Yes 1.6 5.5 29 well drained 1.7Bh Baymeade-Urban land complex, 1-6% slopes 247 247 0.1% 1.6 5.5 29 well drained 1.7Bo Bohicket silty clay loam, frequently flooded (esturaries) 36 36 0.0% 19.0 7.3 82 hydric very poorly drained 0.00% 1.3Bp Borrow pits, loamy, 0-6% slopes 63 63 0.0% 2.5 5.3 22 well drained 1.5Ca Carteret fine sand, frequently flooded 3,744 3,744 1.9% 8.1 7.0 74 hydric very poorly drained 1.90% 1.53Cr Craven fine sandy loam, 1-4% 1,430 1,430 0.7% Yes 5.3 5.1 16 well drained 1.4Ct Croatan muck, 0-1% slopes 11,172 11,172 5.7% 71.5 3.2 0 hydric very poorly drained 5.70% 0.53Do Dorovan, organic material, 0-1% slopes 1,030 12,614 13,644 7.0% 84.5 4.0 0 very poorly drained 0.32
EmA Exum loam, 0-2% slopes 273 273 0.1% Yes 4.0 4.8 8 moderately well drained 1.4Fo Foreston loamy fine sand, 0-2% slopes 9,073 9,073 4.7% Yes 3.7 5.5 29 moderately well drained 1.3
GoA Goldsboro fine sandy loam, 0-2% slopes 9,360 9,360 4.8% Yes 3.5 4.8 8 moderately well drained 1.5Gr Grantham loam, 0-2% slopes 97 97 0.0% 5.5 4.5 0 hydric poorly drained 0.00% 1.4Gt Grifton sandy loam, 0-2% slopes 430 430 0.2% 0.0 5.5 29 hydric poorly drained 0.20% 1.55InA Invershiel Pender complex, 0-2% slopes 1,426 1,426 0.7% Yes 0.0 5.5 29 poorly drained 1.5Jo Johnston, sandy-loamy alluvium, 0-2% slopes 3,170 320 3,490 1.8% 15.5 5.0 13 hydric very poorly drained 1.80% 1.35
KaA Kalmia loamy fine sand, 0-2% slopes 160 160 0.1% Yes 3.1 5.0 13 well drained 1.53Ke Kenansville fine sand, 0-3% slopes 2,219 2,219 1.1% Yes 3.0 5.3 22 well drained 1.6
KeB Kenansville fine sand, 0-4% slopes 16 16 0.0% Yes 3.0 5.3 21 well drained 1.6Kr Kureb sand, 1-8% slopes 2,847 2,847 1.5% 2.0 5.5 29 excessively drained 1.7
KuB Kureb fine sand, 2-6% slopes 117 117 0.1% 2.0 5.4 26 excessively drained 1.7La Lakeland sand, 1-8% slopes 2,719 2,719 1.4% 3.0 5.3 22 excessively drained 1.4Le Leon sand, 0-2% slopes 3,725 3,725 1.9% Yes 5.0 5.1 16 hydric poorly drained 1.90% 1.25
LnA Leon fine sand, 0-2% slopes 9,853 9,853 5.1% 5.0 5.0 13 hydric poorly drained 5.10% 1.25Ls Lynchburg fine sandy loam, 0-2% slopes 460 460 0.2% 7.1 4.6 4 somewhat poorly drained 1.45Lu Lumbee fine sandy loam, 0-2% slopes, occ. Flooded 310 310 0.2% 3.5 5.0 13 hydric poorly drained 0.20% 1.45Ly Lynn Haven fine sand, 0-2% slopes 1,398 1,398 0.7% Yes 3.5 4.6 4 hydric poorly drained 0.70% 1.4Ma Mandarin fine sand 360 360 0.2% 3.2 4.8 8 somewhat poorly drained 1.4
McC Marvyn and Craven soils, 6-12% slopes 1,906 1,906 1.0% Yes 3.4 5.3 22 well drained 1.55Me Meggett loam, 0-2% slopes 2,525 2,525 1.3% Yes 5.7 5.5 29 hydric poorly drained 1.30% 1.25Mk Muckalee loam, frequently flooded, 0-2% slopes 2,523 2,523 1.3% 10.1 6.2 51 hydric poorly drained 1.30% 1.38Mp Mine Pits 1,150 1,150 0.6% 0.2 6.4 57 excessively drained 1.6Mu Murville fine sand, 0-2% slopes 18,695 2,853 21,548 11.1% Yes 6.5 4.6 4 hydric very poorly drained 11.10% 1.53Nh Newhan fine sand, 0-10% slopes 984 984 0.5% 0.4 5.7 35 well drained 1.68
NhC Newhan fine sand, dredged, 2-10% slopes 481 481 0.2% 0.4 5.7 35 excessively drained 1.68NkE Newhan-Corolla complex, 0-30% slopes 346 346 0.2% 0.4 5.7 35 excessively drained 1.68No Norfolk fine sandy loam, 0-4% slopes 200 200 0.1% Yes 3.5 4.8 8 1.55
NoA Norfolk loamy fine sand, 0-2% 552 552 0.3% Yes 2.0 4.8 8 well drained 1.63NoB Norfolk loamy fine sand, 2-6% 502 502 0.3% Yes 2.0 4.8 8 well drained 1.63
Ocean Open Ocean in SIA 3,000 3,100 6,100 3.1% 0
Acres
Total for SIAPender County
New Hanover County
Moist Bulk Density g/cm3
TABLE A-1 | SOILS DATA SUMMARY FOR CCC AIA
Unit Symbol Soil NamePercent of Total Acreage
Prime Farmland1
Average Cation Exchange
Capacity (CEC)1
(meq./100g)
Average Soil pH of Upper Soil Horizon1
% Base Saturation2
Soil Moisture Regime
Drainage Class % Hydric Soils
Acres
Total for SIAPender County
New Hanover County
Moist Bulk Density g/cm3
TABLE A-1 | SOILS DATA SUMMARY FOR CCC AIA
Unit Symbol Soil NamePercent of Total Acreage
Prime Farmland1
Average Cation Exchange
Capacity (CEC)1
(meq./100g)
Average Soil pH of Upper Soil Horizon1
% Base Saturation2
Soil Moisture Regime
Drainage Class % Hydric Soils
On Onslow loamy fine sand 1,810 2,066 3,876 2.0% Yes 2.0 4.6 4 moderately well drained 1.68PaA Pactolus fine sand, 0-2% sand 6,466 6,466 3.3% 2.0 5.0 13 well drained 1.68Pm Pamlico muck, 0-1% slopes 591 591 0.3% 84.5 4.6 4 hydric very poorly drained 0.30% 0.43Pn Pantego loam, 0-1% slopes 2,063 21 2,084 1.1% 9.0 4.6 4 hydric very poorly drained 1.10% 1.5Pt Pits, marl 833 833 0.4% 0.0 9.0 100Ra Rains fine sandy loam, 0-2% slopes 200 1,592 1,792 0.9% 7.1 5.1 16 hydric poorly drained 0.90% 1.45Rm Rimini sand, 1-6% slopes 188 188 0.1% 1.4 4.8 8 excessively drained 1.5Se Seagate fine sand, 0-2% slopes 4,500 4,500 2.3% 2.4 5.0 13 moderately well drained 1.35Sh Seagate-Urban land complex, 0-2% slopes 12 12 0.0% 2.4 5.0 13 moderately well drained 1.35St Stallings fine sand, 0-2% slopes 1,580 1,580 0.8% Yes 3.0 4.6 4 somewhat poorly drained 1.55TM Tidal marsh, 0-1% slopes 1,810 1,810 0.9% 19.0 7.3 82 hydric very poorly drained 0.90% 1.3To Torhunta loamy fine sand 3,016 9,146 12,162 6.3% 7.5 4.6 4 hydric very poorly drained 6.30% 1.5Ur Urban land 2,640 2,640 1.4% 0W Water 160 1,005 1,165 0.6% 0
Wa Wakulla sand, 1-8% slopes 110 110 0.1% 1.7 5.3 22 somewhat excessively drained 1.53Wo Woodington fine sandy loam 464 17,022 17,486 9.0% 4.5 4.6 4 hydric poorly drained 9.00% 1.55Wr Wrightsboro fine sandy loam, 0-2% 1,844 1,844 0.9% Yes 3.5 5.3 22 moderately well drained 1.53
Total Acreage in Study Area 66,140 128,300 194,440 49.80%Area Weighted Average 14.3 4.6 14.0 1.27
Range 0.0-84.5 3.2-9.0 0.0-100.0 0.3-1.7
1 USDA Natural Resources Conservation Service, United States Department of Agriculture. The Soil Data Mart. Available online at http://soildatamart.nrcs.usda.gov accessed [12/15/2010].2 Lippert, Robert, 2007. Regional Soils Data: CEC and pH versus Base Saturation Relationships for the Southeast. Clemson University Extension Service, Department of Entomolgy, Soils and Plant Sciences, South Carolina. Available online at http://hubcap.clemson.edu/~blpprt/bobweb/BOBWEB23.HTM accessed [12/22/10].
TABLE A-2 | NORTH CAROLINA LAND USE COVER CLASSES WITH DOCUMENTED ADVERSE EFFECTS
1 11 Urban High Intensity Developed 80% Impervious Surfaces 1,930 0.99% 3 2 12 Urban Low Intensity Developed 50-80% Impervious Surfaces 1,510 0.78% 3
Corn Zea maysSoybeans Glycine maxTobacco Nicotiana tabacumPeanuts Arachis hypogaeaPotatoes Solanum tuberosumBeets Beta vulgarisWheat Triticum aestivumOats Avena sativaFescue Festuca spp.Bluestem Andropogon spp.Bermuda Grass Cynodon spp.Seaoats Uniola paniculataBitter Panicgrass Panicum amarumBluestem Andropogon spp.Seaoats Uniola paniculataJamaica Swamp Sawgrass Cladium mariscus spp. JamaicenseSaltwort/Glasswort Salicornia bigeloviiNeedlegrass Rush Juncus roemerianusCordgrass Spartina spp.Wax myrtle Myrica ceriferaYaupon Holly Ilex vomitoriaEastern Red Cedar Juniperus virginianaDwarf Live Oak Quercus minimaFetterbush Lyonia Lyonia lucidaSwamp Titi Cyrilla racemifloraInkberry Ilex glabraLaurel Greenbrier Smilax laurifoliaSwamp Chestnut Oak Quercus michauxiiLaurel Oak Quercus laurifoliaAmerican Elm Ulmus americanaRed Maple Acer rubrumSwamp Tupelo Nyssa biflora
13 45 Needleleaf Deciduous Cypress Savanna Bald Cypress Taxodium distichum 215 0.11% 3Longleaf Pine Pinus palustrisLoblolly Pine Pinus taedaSlash Pine Pinus elliottiiRed Mulberry Morus rubraCarolina Basswood Tilia americana var. carolinianaShumard's Oak Quercus shumardiiAmerican Elm Ulmus americanaWhite Oak Quercus albaSweetgum Liquidambar styracifluaLongleaf Pine Pinus palustrisTurkey Oak Quercus laevisBlackjack Oak Quercus marilandicaSwamp Tupelo Nyssa bifloraBlackgum Nyssa sylvaticaPond Cypress Taxodium ascendensBald Cypress Taxodium distichum
20 5 Water Includes salt, fresh & brackish 11,400 5.86% 3
3
3
3
3
3
3
20
3
3
3
3
16,780 8.63%
Thematic Class2
NC Land Cover Class2 Land Cover Description2
Acres in Class II Modeling Domain2
% of SIADominant Species1,2 or Description Botanical Name3North Carolina Natural
Communities Classification1
4 311 Pasture
Cultivated Crops 2 3
342 0.18%Upper Beach and Dune Grass
6,273 3.23%
3122 6
Herbaceous Upland 3121 5
1.99%
Evergreen Shrubland
Mixed Shrubland
Hardwood Swamps 2,704 1.39%
Salt Marsh or Maritime Wet Grassland
Nonriverine Wet Hardwood Forest
Herbaceous Riverine/Estuarine
Broadleaf Evergreen Forest
Mixed Hardwoods/Conifers
Oak/Gum/Cypress
3,860
Mesic Pine Flatwoods
Wet Marl Forest (rare community on limestone substrate found
only in southern Pender County)
Pine - Scrub Oak Sandhill
Cypress-Gum Swamp
Low Pocosin
Southern Yellow Pine
442 19
18 441
43 17
Maritime Shrub
422 15
414 11
325 9
Exposure modeling depth
(cm)
1.49%
142,446 73.26%
87 0.04%
2,736 1.41%
2,892
323 7 640 0.33%
515 0.26%
TABLE A-2 | NORTH CAROLINA LAND USE COVER CLASSES WITH DOCUMENTED ADVERSE EFFECTS
Thematic Class2
NC Land Cover Class2 Land Cover Description2
Acres in Class II Modeling Domain2
% of SIADominant Species1,2 or Description Botanical Name3North Carolina Natural
Communities Classification1
Exposure modeling depth
(cm) 21 61 Unconsolidated Sediment Tidal sandy-silty areas 110 0.06% 3
Sum Total 194,440 100%
Weighted Average 4.47
References & Citations:
2 NC Geographic Information Coordinating Council, The North Carolina Center for Geographic Information and Analyses: NC One Map . Available online at [http://www.nconemap.com] accessed [December 13, 2010].3 Radford, Albert E., Ahles, Harry E., and C. Ritchie Bell, 1968. Manual of the Vascular Flora of the Carolinas. The University of North Carolina Press, Chapel Hill, North Carolina. 1183 pp.TRV References/Data Sources:a - (Roberts 1982)b - Directive 2008/50/EC of the European Parliament and of the Council of the European Union: On ambiant air quality and cleaner air for Europe, 21 May 2008, c - Air Quality Management - National Ambient Air Quality Standards (NAAQS) for Criteria Pollutants, secondary standardsd - Additional Impacts Analysis, Tampa Electric Polk County IGCC, 2007e - Screening Level Ecological Risk Assessment Protocol, Appendix E: Toxicity Reference Values, USEPA 1999 f - Toxicological Benchmarks for Screening COPCs for Effects on Terrestrial Plants, 1997 Revision. Efroymson, Will, Suter, Wooten,US Department of Energyg - Faucon et al., Revisiting copper and cobalt concentrations in supposed hyperaccumulators from SC Africa: influence of washing and metal concentrations in soil * - water values for threshold levels are in ug/Lh - Flagler, Richard B., Recognition of Air Pollution Injury to Vegetation: A Pictorial Atlas, 2nd, ed., Air & Waste Management Association, Pittsburg, Pennsylvania, 1998.i - National Academy of Engineering and National Research Council. 2008. Energy Futures and Urban Air Pollution: Challenges for China and the United States. The National Academies Press, Washington, D.C.
k - Ozone and Sulfur Dioxide-Induced Changes in Soybean Growth, RA Reinert and DE Weber, The American Phytopathological Society, Phytopathology, Vol. 70, No. 9, 1980, pp 914-916.l - Summary of phytotoxic levels of soil arsenic, SC Sheppard, Water, Air & Soil Pollution, Kluwer Academic Publications, Netherlands, Vol. 64: pp 539-550, 1992.
1 Schafale, Michael P., Weakley, Alan S. 1990. Classification of the Natural Communities of North Carolina: Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation, N.C. Department of Environment, Health, and Natural Resources.
j - Photosynthetic Response of Field-Grown Soybeans to Fumigations with Sulphur Dioxide,R. N. Muller, J. E. Miller and D. G. Sprugel, Journal of Applied Ecology, Vol. 16, No. 2 (Aug., 1979), pp. 567-576 British Ecological Society
TABLE A-3 | ECOLOGICAL TOXICITY DATA FOR TRACE METALS WITH DOCUMENTED ADVERSE EFFECTS
Antimony and compounds 7440-36-0 0.48% 7.46E-03 1 4.69E+05 7.53% 500 NA 2 NA 78,000 3 1.49E-05 0.10% 2.13E-06 0.14% 0.12%Arsenic & inorganic arsenic compounds 7440-38-2 0.96% 1.48E-02 1 6.76E+05 10.86% 1,000 250 2 18,000 NA 3 1.48E-05 0.10% 5.91E-05 4.02% 2.06%Beryllium and compounds 7440-41-7 0.06% 9.17E-04 1 1.20E+06 19.26% 100 NA 2 NA 40,000 3 9.17E-06 0.06% 8.34E-07 0.06% 0.06%Cadmium and compounds 7440-43-9 0.17% 2.57E-03 1 6.23E+05 10.01% 200 10,000 2 32,000 140,000 3 1.28E-05 0.09% 1.60E-06 0.11% 0.10%Chromium and compounds 7440-47-3 10.41% 1.61E-01 1 2.49E+03 0.04% 18 200 2 NA NA 3 8.93E-03 61.07% 8.04E-04 54.66% 57.87%Chromium (VI) & compounds 7440-47-3 1.14% 1.77E-02 1 2.26E+04 0.36% 18 200 2 NA NA 3 9.81E-04 6.71% 8.83E-05 6.01% 6.36%Cobalt and compounds 7440-48-4 1.23% 1.90E-02 1 1.05E+06 16.91% NA NA 2 13,000 NA 3 1.46E-06 0.01% 9.49E-07 0.06% 0.04%Lead and compounds 7439-92-1 5.57% 8.61E-02 1 5.81E+05 9.32% 4,600 100,000 2 120,000 1,700,000 3 1.87E-05 0.13% 1.72E-06 0.12% 0.12%Manganese and compounds 7439-96-5 62.93% 9.72E-01 1 1.03E+05 1.65% NA NA 2 220,000 450,000 3 9.72E-06 0.07% 9.72E-06 0.66% 0.36%Mercury and compounds 7439-97-6 1.49% 2.30E-02 1 4.35E+03 0.07% 349 2,500 2 NA NA 3 2.30E-04 1.57% 2.30E-04 15.64% 8.61%Nickel and compounds 7440-02-0 1.30% 2.01E-02 1 1.49E+06 23.93% 25,000 100,000 2 38,000 280,000 3 8.05E-07 0.01% 6.71E-07 0.05% 0.03%Selenium and compounds 7782-49-2 14.25% 2.20E-01 1 3.68E+03 0.06% 50 7,700 2 520 4,100 3 4.40E-03 30.08% 2.72E-04 18.47% 24.28%Total HAPs Metals 1.54E+00 6.23E+06 100% 1.46E-02 100% 1.47E-03 100% 100%
References:1 - U.S. EPA. 2001. Supplemental Guidance to RAGS: Region 4 Bulletins, Ecological Risk Assessment. Originally published November 1995. Table 4 from Website version last updated November 30, 2001: http://www.epa.gov/region4/waste/ots/ecolbul.htm2 - U.S. EPA Office of Solid Waste and Emergency Response, Screening Level Ecological Risk Assessment Protocol for Hazardous Waste Combustion Facilities, EPA530-D-99-001A, August 1999.3 - U.S. EPA Office of Solid Waste and Emergency Response, Waste and Cleanup Risk Assessment, Ecological Soil Screening Level (Eco-SSLs) Guidance and Documents, April 4, 2005, available at http://www.epa.gov/oswer/riskassessment/ecorisk/ecossl.htm.
CAS No.HAPs metals
Average Percent of Total
Toxicity Weighted Emissions
Score for Plant & Soil Toxicity
Toxicity Weighted Emissions Score for
Plant Toxicity [tpy/(µg/kg)]
Toxicity Weighted Emissions Score for
Soil Toxicity [tpy/(µg/kg)]
Percent of Total Toxicity
Weighted Emissions
Score for Plant Toxicity
Ecological Soil Screening Levels from EPA OSWER Superfund
Plants (µg/kg)
Soil Invertebrates (µg/kg)
Ref
eren
ce
Percent of Total Toxicity
Weighted Emissions
Score for Soil Toxicity
Soil Invertebrates
(µg/kg)
810
Ref
eren
ce
Toxicity Reference Values (TRVs)
400
1100
Community Level Receptor
Ref
eren
ce
Plants (µg/kg)
Plants/Soil (Region 4)
Percent of Total Score
Score
Carolina Cement Emissions Data
30,000
100,000100
50,000
% of Total Metals
Emissions
Annual Emissions (Tons/Yr)
Recommended Ecological Screening
Levels (µg/kg)
1600
350010,000
40020,000
Ecological Screening Levels
from EPARegion 51
Recommended Ecological
Screening Levels EPA Region 42
Toxicity Weighted
Emissions Score3
Percent of Total Toxicity
Weighted Emissions Score
(tpy) (% of Total) (µg/kg) (µg/kg) [tpy/(µg/kg)] [tpy/(µg/kg)]Acrolein 107-02-8 1.54E-05 0.0% 5,270 NA 2.93E-09 0.0%2-Butanone (Methyl ethyl ketone) 78-93-3 3.29E-02 0.7% 89,600 NA 3.67E-07 0.0%Benzene 71-43-2 3.40E+00 71.5% 255 50 6.79E-02 88.8%Carbon disulfide 75-15-0 1.20E-01 2.5% 94 NA 1.28E-03 1.7%Carbonyl sulfide 463-58-1 1.75E-02 0.4% 13,100 NA 1.34E-06 0.0%Dichloromethane (Methylene chloride) 75-09-2 4.16E-01 8.8% 4,050 2,000 2.08E-04 0.3%Methyl chloride 4.16E-01 8.8% 10,400 NA 4.00E-05 0.1%o-Xylenes 95-47-6 1.43E-01 3.0% 10,000 50 2.85E-03 3.7%Styrene 100-42-5 1.64E-03 0.0% 4,690 100 1.64E-05 0.0%Toluene 108-88-3 2.09E-01 4.4% 5,450 50 4.17E-03 5.5%
4.75 100.0% 7.65E-02 100.0%
2 USEPA. 2001. Supplemental Guidance to RAGS: Region 4 Bulletins, Ecological Risk Assessment. Originally published November 1995. 3 Toxicity weighted emissions score relies on lowest of TRV or EcoSSL values for plants/soils from EPA Region 4 or 5.
1 U.S. EPA Region 5 Waste Division, RCRA Corrective Action Guidance and Policy Documents, Ecological Screening Levels, August 22, 2003 available at
TABLE A-4 | ECOLOGICAL TOXICITY DATA FOR VOC COMPOUNDS WITH DOCUMENTED ADVERSE EFFECTS
Total for Pollutants of Concern
CCC Annual EmissionsVOC Compounds/Constiuents CAS No.
Lake or Reservoir Wetlands River or
Stream(s) N W East North
1 Holly Shelter State Park & Game Lands 8.7 ENE x x 34 25 11.17 77 46 03.24 245,649.24 6,187,825.22
2 Lanes Ferry Park 7.1 N x x 34 26 32.85 77 50 06.12 239,517.43 6,185,136.68
3 Belhammon Tract 5.7 WSW x x 34 22 22.08 77 54 11.22 233,038.57 6,192,687.01
TABLE A-5 | NATURAL AREAS, WATER BODIES, STATE PARKS / RECREATION AREAS, AND PRESERVES IN THE MODELING DOMAIN
Map ID No.
Distance from CCC
(km)
Direction from CCC
Type of Water Body Location (DD MM SS) Location (UTM NAD83 Zone 18)Natural or Protected Area
Period Highest a Annual Scalars bAnnual Average
(MC)Weight Deposited
(Wdep)
Deposited Concentration
(DC)Concentration Ratio (CR) c
Tissue Concentration
(TC)
μg/m3 μg/m3 μg μg/kg μg/kg
Benzene Annual 1.33E-03 1.00E+00 1.33E-03 4.20E+06 5.51E+02 NA NA
Chromium (VI) Soluble Chromate 24 Hour 1.80E-04 2.00E-01 3.60E-05
Chromium (VI) Bioavailable Chromate Annual 3.00E-05 1.00E+00 3.00E-05
Total Chromium Annual 6.60E-05 2.08E+05 2.73E+01 0.02 5.47E-01
NOTES:a. Based on worse case year for each averaging periodb. Based upon Screen3 Conversion Factorsc. Concentration ratios derived from Table 3.6 in "A Screening Procedure for the Impacts of Air Pollution Sources on Plants , Soils, and Animals." EPA 450/2-81-078
Expected Lifetime of Source (N) 75 yearsDepth of Soil through which deposited material is distributed (d) 4.5 cmDeposition velocity (Vdep) 1 cm/secAverage soil density (ρsoil) 1.27 g/cm3
Average Weight of Local Soils (for 1 square meter) 571500 kg
TABLE A-6 | DERIVED ECOLOGICAL CONCENTRATIONS FOR BENZENE AND CHROMIUM
B-1
APPENDIX B DRAWINGS AND FIGURES
§̈¦40
£¤17
£¤117
£¤421
£¤74
£¤76 £¤17
£¤117
£¤17
£¤76
UV210
UV132
UV133
UV53
UV50
UV210
UV132
UV132
C
Kerr
Hig
hsm
ith
23rd
Blue
Cla
y
Gordon
Holly Shelter
4th
Nc Hwy 210
Military C
utoff
Island Creek
Arboretum
Murrayville
Mc R
ae
Smith
Princess PlaceOriole
Elisha
Har
ris
Airport
Middle Sound Loop
Ros
e
Pembroke Jones
Rogersville
Crestwood
FitzgeraldGordon
Pender
New Hanover
Brunswick
Onslow
Holly Shelter Game Land SPHolly Shelter Game Land SP
77°28'0"W77°30'0"W77°32'0"W
77°33'0"W
77°34'0"W
77°35'0"W
77°36'0"W
77°37'0"W
77°38'0"W
77°39'0"W
77°40'0"W
77°41'0"W
77°42'0"W
77°43'0"W
77°44'0"W
77°45'0"W
77°46'0"W
77°47'0"W
77°48'0"W
77°49'0"W
77°50'0"W
77°51'0"W
77°52'0"W
77°53'0"W
77°54'0"W
77°55'0"W
77°56'0"W
77°57'0"W
77°58'0"W
77°59'0"W
78°0'0"W
78°1'0"W78°3'0"W
34°30'0"N
34°31'0"N
34°32'0"N
34°33'0"N
34°34'0"N
34°29'0"N
34°29'0"N
34°28'0"N
34°28'0"N
34°27'0"N
34°27'0"N
34°26'0"N
34°26'0"N
34°25'0"N
34°25'0"N
34°24'0"N
34°24'0"N
34°23'0"N
34°23'0"N
34°22'0"N
34°22'0"N
34°21'0"N
34°21'0"N
34°20'0"N
34°20'0"N
34°19'0"N
34°19'0"N
34°18'0"N
34°18'0"N
34°17'0"N
34°17'0"N
34°16'0"N
34°16'0"N
34°15'0"N
34°14'0"N
34°13'0"N
34°12'0"N
34°11'0"N
µ0 3 6 9 121.5
Kilometers
!
Class II ModelingDomain (14 sq. km)
Wilmington
2
3
1
Natural Areas in the Impact Area1 - Holly Shelter State Park2 - Lanes Ferry Park3 - Belhamman Tract
Key to Land Use andNatural Communities December 18, 2010
001
1 in = 12,273 ft
J. SCHEWEJ. DUNBAR
E10025
Caro
linas
Cem
ent
Com
pany
Cast
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ayne
, Nor
th C
arol
ina
Add
ition
al Im
pact
s Ana
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Veg
etat
ion
in th
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odel
ing
Dom
ain
2736 ROWLAND ROADRALEIGH, NORTH CAROLINA 27615
PHONE: 919.871,0800FAX: 919.871.0803
FALCONENGINEERS.COM
SCALE:PROJECT NO.:
DATE:DRAWN BY:CHECKED BY:DESIGNED BY:DSG CHECKED BY:
REVISIONSNO. DATE REMARKS
DRAWING NO.
Carolinas CementCorporation
Land-Use Key
lc96_14km_ClipGRIDCODE
Urban: High DensityUrban: Low DensityCultivated CropsPastureUpper Beach & Dune GrassSalt Marsh & Maritime Wet GrasslandMaritime ShrubDecidous ShrublandLow PocosinsMixed HardwoodsNonriverine Wet Hardwood ForestCypress SavannahMesic Pine FlatwoodsWet Marl ForestPine-Scrub Oak SandillCypress-Gum SwampWaterUnconsolidated Sediment
Wilmington
Kirkland
Murraysville
WrightsboroOgden
St. Helena
Burgaw
Bayshore
Kings Grant
Navassa
Hightsville
Surf City
Skippers Corner
Castle Hayne
Holly Ridge
Topsail Beach
North Topsail Beach
Wrightsville Beach
Leland
§̈¦40
£¤17
£¤117
£¤421
£¤74
UV210
UV53
UV132
UV133
UV50
UV132
UV132
C
Kerr
Hig
hsm
ith
23rd
Blue
Cla
y Gordon
Holly Shelter
Nc Hwy 210
4th Chestnut
Military C
utoff
Island C
reek
Arboretum
Murrayvil le
Mc R
ae
Elisha
Har
ris
Airport
Clear Run
Middle Sound Loop
30th
Judges
Pender
New Hanover
Brunswick
Onslow
Holly Shelter Game Land SPHolly Shelter Game Land SP
77°30'0"W77°32'0"W77°34'0"W
77°35'0"W
77°36'0"W
77°37'0"W
77°38'0"W
77°39'0"W
77°40'0"W
77°41'0"W
77°42'0"W
77°43'0"W
77°44'0"W
77°45'0"W
77°46'0"W
77°47'0"W
77°48'0"W
77°49'0"W
77°50'0"W
77°51'0"W
77°52'0"W
77°53'0"W
77°54'0"W
77°55'0"W
77°56'0"W
77°57'0"W
77°58'0"W
77°59'0"W
78°0'0"W
78°1'0"W
78°2'0"W
78°3'0"W78°5'0"W
34°30'0"N
34°31'0"N
34°32'0"N
34°33'0"N
34°34'0"N
34°29'0"N
34°29'0"N
34°28'0"N
34°28'0"N
34°27'0"N
34°27'0"N
34°26'0"N
34°26'0"N
34°25'0"N
34°25'0"N
34°24'0"N
34°24'0"N
34°23'0"N
34°23'0"N
34°22'0"N
34°22'0"N
34°21'0"N
34°21'0"N
34°20'0"N
34°20'0"N
34°19'0"N
34°19'0"N
34°18'0"N
34°18'0"N
34°17'0"N
34°17'0"N
34°16'0"N
34°16'0"N
34°15'0"N
34°14'0"N
34°13'0"N
34°12'0"N
34°11'0"N
µ0 3 6 9 121.5
Kilometers
!(
Class II Modeling Domain (14 sq. km)
December 20, 2010
002
1 in = 4 kilometers
J. SCHEWEJ. DUNBAR
E10025.00
Caro
lina
Cem
ent
Com
pany
Cast
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, Nor
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ina
Add
ition
al Im
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s Ana
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Soils
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2736 ROWLAND ROADRALEIGH, NORTH CAROLINA 27615
PHONE: 919.871,0800FAX: 919.871.0803
FALCONENGINEERS.COM
SCALE:PROJECT NO.:
DATE:DRAWN BY:CHECKED BY:DESIGNED BY:DSG CHECKED BY:
REVISIONSNO. DATE REMARKS
DRAWING NO.
Carolina CementCompanies
Legend for Carolinas Cement Company Additional Impacts Assessment: Soils in the Modeling Domain, Drawing No. 2
Pender County SoilsMUSYM
AnBAuBAyB2BaBBoCaCtDoEmAFoGoAGrGtInAJoKaAKeBKuBLnALuMaMcCMeMkMuNhCNkENoANoBOnPaAPnPtRaToWWo
New Hanover County SoilsMUSYM
BaBeBhBpCrDOJOKeKrLaLeLsLyMpMuNhNoOnPmPnRaRmSeShStTMToUrWWaWoWr
Rivers (Local)
Water (Local)FTYPE
Lake/Pond
Stream/River
Reservoir
Playa
Ice Mass
Canal/Ditch
Inundation Area
Swamp/Marsh
National Park or Forest
State Park or Forest
Local Park or Recreational Area
Cnty Bnds (detailed, named)
Natl Forests (Region-Local)
C-1
APPENDIX C WORKS CITED
C-2
1 Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. Available online at http://websoilsurvey.nrcs.usda.gov accessed [12/06/2010].
2 U.S. Department of Agriculture, Soil Survey of New Hanover County, North Carolina, 1977.
3 U.S. Department of Agriculture, Soil Survey of Pender County, North Carolina, 1990.
4 Soller, David, 2009. Federal Geographic Data Committee, Geologic Data Subcommittee. FGDC Digital Cartographic Standard for Geologic Map Symbolization. Available online at http://ngmdb.usgs.gov/fgdc_gds/geolsymstd.php accessed [12/15/2010].
5 USDA, Natural Resources Conservation Service. Soil Data Mart. Available online at http://soildatamart.nrcs.usda.gov/ accessed [12/8/2010].
6 Alden, Andrew, 2005. North Carolina Geologic Map. Available online at http://geology.about.com/od/maps/ig/stategeomaps/NCgeomap.htm accessed [12/29/10].
7 USDA Natural Resources Conservation Service, United States Department of Agriculture. The Soil Data Mart. Available online at http://soildatamart.nrcs.usda.gov accessed [12/15/2010].
8 Alden, Andrew, 2005. North Carolina Geologic Map.
9 Bailey, Robert G., 1995. Description of the ecoregions of the United States. 2nd edition. Miscellaneous publication No. 1391, Washington D.C.: USDA Forest Service. 108 pp.
10 Ibid.
11 USDA, Soil Conservation Service, Land Resource Regions and Major Land Resource Areas of the United States, Agricultural Handbook 296, revised 1981. 156 p.
12 Pennsylvania State University, Center for Environmental Informatics, Soil Information for Environmental Modeling and Ecosystem Management, U.S. Landscapes-Land Resource Regions Available online at http://www.soil.info.psu.edu/soil_lrr/mlra.cgi. Accessed [12/15/2010].
13 USDA, Soil Conservation Service, Land Resource Regions and Major Land Resource Areas of the United States.
14 The NC OneMap. 2010. Land Cover of North Carolina, NC Geographic Information Coordinating Council. Available online at http://www.nconemap.com/ accessed [12/12/2010].
C-3
15 U.S. Department of Agriculture, National Agricultural Statistics Service, County Crop Data. Available online at http://www.agcensus.usda.gov/Publications/2007/Full_Report/Volume_1,_Chapter_2_County_Level/North_Carolina/st37_2_001_001.pdf [accessed 12/29/2010].
16 USDA Soil Data Mart.
17 Ibid.
18 Hassett, John J., and Banwart, Wayne L. 1992. Soils and their Environment. The University of Illinois, Prentice Hall, Englewood Cliffs, New Jersey. 424 p.
19 USDA Soil Data Mart
20 Hassett and Banwart, Soils and their Environment, 1992.
21 Lippert, Robert, 2007. Regional Soils Data: CEC and pH versus Base Saturation Relationships for the Southeast. Clemson University Extension Service, Department of Entomology, Soils and Plant Sciences, South Carolina.
22 Google Earth, Image: U.S Department of Agriculture Farm Service Agency, 2010 Google.
23 The NC OneMap. 2010. Land Cover of North Carolina
24 Ibid.
25 Schafale, Michael P., and Weakley, Alan S., 1990. Classification of the Natural Communities of North Carolina, 3rd Approximation. North Carolina Natural Heritage Program Division of Parks and Recreation, NC Department of Environment, Health, and Natural Resources. 325 pp.
26 The NC OneMap. 2010. Land Cover of North Carolina
27 The NC OneMap. 2010. Land Cover of North Carolina
28 U.S. Department of Agriculture, National Agricultural Statistics Service, County Crop Data
29 Glenn E. Griffith and James M. Omernik (Lead Author); Mark McGinley (Topic Editor). 2008. "Draft Level III and IV Ecoregions of North Carolina (EPA)." In: Encyclopedia of Earth. Eds. Cutler J. Cleveland (Washington, D.C.: Environmental Information Coalition, National Council for Science and the Environment). [First published in the Encyclopedia of Earth July 6, 2008; Retrieved December 30, 2010]
30 Ibid.
31 Bryce, S.A., Omernik, J.M., and Larsen, D.P., 1999, Ecoregions – a geographic framework to guide risk characterization and ecosystem management: Environmental Practice, v. 1, no. 3, p. 141-155.
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32 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
33 U.S. Army Corps of Engineers Environmental Laboratory (USCOE). 1987. Corps of Engineers Wetlands Delineation Manual. Wetlands Research Technical Report Y-87-1, US Army Engineers Waterways Experiment Station, Vicksburg, MS.
34 The NC OneMap. 2010. Land Cover of North Carolina
35 Broome, Stephen W. Restoration and Management of Coastal Dune Vegetation. North Carolina State University Cooperative Extension, Department of Soil Science, Bulletin No. AG-591.
36 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
37 North Carolina DENR, 2010. North Carolina Ecosystem Response to Climate Change. Available online at http://www.climatechange.nc.gov/pages/ClimateChange/Maritime_Wetland_Forests.pdf accessed on [December 30, 2010].
38 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
39 Ibid.
40 South Carolina Department of Natural Resources, 2010. Dynamics of the Salt Marsh. South Carolina DNR, Sea Science: An Information/Education Series from the Marine Resources Division.
41 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
42 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
43 Wells, B.W., 1946. Vegetation of Holly Shelter Wildlife Management Area. North Carolina Department of Conservation and Development, Division of Game and Inland Fisheries. State Bulletin No. 2.
44 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
45 Peacock, S.L., and J.M. Lynch, 1982. Natural areas inventory of Dare Co., N.C. North Carolina Coastal Energy Impact Report No. 27.
46 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
47 Bennet, S.H., and J.B Nelson, 1990. Distribution and status of Carolina Bays in South Carolina. South Carolina Natural Heritage Program.
48 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
49 The NC OneMap. 2010. Land Cover of North Carolina
50 Leonard, S.W., and R.J. Davis, 1981. Natural areas inventory of Pender County, North Carolina. North Carolina Coastal Energy Impact Program Report No, 11.
C-5
51 Ibid.
52 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
53 Ibid.
54 Robbins, L.E., and R.L. Myers, 1989. Seasonal effects of prescribed burning in Florida: a review. Report for Florida Game and Freshwater Fish Comm., Nongame Program.
55 The NC OneMap. 2010. Land Cover of North Carolina.
56 Schafale and Weakley. Classification of the Natural Communities of North Carolina.
57 Leonard and Davis, 1981. Natural areas inventory of Pender County, North Carolina.
58 Stahle, D.W., M.K. Cleaveland, and J.G Hehr, 1988. North Carolina climate changes reconstructed from tree rings: A.D. 372 to 1985. Science 240: 1517-1519.
59 The NC OneMap. 2010. Land Cover of North Carolina.
60 Ibid.
61 USDA Soil Data Mart.
62 Tampa Electric Polk County IGCC, Additional Impacts Analysis for PSD Application, September 7, 2007.
63 U.S.EPA, 1999. Screening Level Ecological Risk Assessment Protocol, Appendix E: Toxicity Reference Values.
64 Toxicological Benchmarks for Screening COPCs for Effects on Terrestrial Plants, 1997 Revision. Efroymson, Will, Suter, Wooten,US Department of Energy
65 Flagler, Richard B., Recognition of Air Pollution Injury to Vegetation: A Pictorial Atlas, 2nd, ed., Air and Waste Management Association, Pittsburg, Pennsylvania, 1998.
66 U.S. EPA. 2001. Supplemental Guidance to RAGS: Region 4 Bulletins, Ecological Risk Assessment. Originally published November 1995.
67 U.S.EPA Region 5 Waste Division, RCRA Corrective Action Guidance and Policy Documents, Ecological Screening Levels, August 22, 2003.
68 U.S. EPA Office of Solid Waste and Emergency Response, Screening Level Ecological Risk Assessment Protocol for Hazardous Waste Combustion Facilities, EPA530-D-99-001A, August 1999.
69 U.S.EPA: Air Quality Management - National Ambient Air Quality Standards (NAAQS) for Criteria Pollutants, secondary standards, October 2010.
70 Directive 2008/50/EC of the European Parliament and of the Council of the European Union: On ambiant air quality and cleaner air for Europe, 21 May 2008.
C-6
71 National Academy of Engineering and National Research Council. Energy Futures and Urban Air Pollution: Challenges for China and the United States. The National Academies Press, Washington, D.C. 2008.
72 Salisbury, Frank B. and Ross, Cleon W. Plant Physiology, Fourth Edition. Wadsworth Publishing Company, Belmont, California, 1992. 682 pp.
73 U.S.EPA, Integrated Science Assessment for Oxides of Nitrogen and Sulfur – Ecological Criteria, EPA/600/R-08/082F, December 2008
74 U.S.EPA, 2011. Policy Assessment for the Review of the Secondary National Ambient Air Quality Standards for Oxides of Nitrogen and Oxides of Sulfur. US EPA Office of Air Quality Planning and Standards, EPA-452/R-11-004a, January 14, 2011. 75 U.S.EPA Primary National Ambient Air Quality Standards for Nitrogen Dioxide; Final
Rule. 40 CFR Parts 50 and 58, February 2010.
76 Always, F.J. 1940. A nutrient element slighted in agricultural research. Journal of American Social Agronomics. Volume 32, pp 913-921.
77 Salisbury, Frank B. and Ross, Cleon W. Plant Physiology, Fourth Edition. Wadsworth Publishing Company, Belmont, California, 1992. 682 pp.
78 Hosker, R.P. and Lindberg, S.E. 1982. Review: Atmospheric deposition and plant assimilation of gases and particles. Atmospheric Environment. Volume 16, pp. 889-910.
79 Mansfield, T.A. and Freer-Smith, P.H. 1984. The role of stomates in resistance mechanisms. In Gaseous Air Pollutants and Plant Metabolism, eds. M.J. Koziol and F.R. Whatley. Butterworth Scientific, Boston, MA, pp 131-146.
80 Mukammal, E.I. 1976. Review of present knowledge of plant injury by air pollution. World Meteorological Association, Geneva, Switzerland. Nr. 431, Technical Notes Number 147, pp. 1-27.
81 Guderian, R. 1977. Air Pollution. Phytotoxicity of Acidic Gases and its Significance in Air Pollution Control. Ecological Studies, Volume 22, Springer-Verlag, New York, 127 pp.
82 McLaughlin, S.B. and Taylor, G.E. 1981. Relative humidity: important modifier of pollutant uptake by plants. Science, Volume 211, pp. 167-169.
83 Cowling, D.W. and Koziol, M.J. 1982. Mineral nutrition and plant response to air pollutants. In Effects of Gaseous Air Pollution in Agriculture and Horticulture, eds. M.H. Unsworth and D.P. Ormrod. Butterworth Scientific, Boston, MA, pp. 349-375.
84 Flagler, Richard B., Recognition of Air Pollution Injury to Vegetation: A Pictorial Atlas, 2nd, ed., Air and Waste Management Association, Pittsburg, Pennsylvania, 1998.
C-7
85 Barrett, T.W. and Benedict, H.M. 1970. Sulfur dioxide. In Recognition of Air Pollution Injury to Vegetation: A Pictorial Atlas, eds. J.S. Jacobson and A.C. Hill. Air Pollution Control Association, Pittsburg, PA, pp. A1-H3.
86 Flagler, Richard B., Recognition of Air Pollution Injury to Vegetation: A Pictorial Atlas, 2nd, ed., Air and Waste Management Association, Pittsburg, Pennsylvania, 1998.
87 Salisbury, Frank B. and Ross, Cleon W. Plant Physiology, Fourth Edition. Wadsworth Publishing Company, Belmont, California, 1992. 682 pp.
88 Barrett, T.W. and Benedict, H.M. 1970. Sulfur dioxide. In Recognition of Air Pollution Injury to Vegetation: A Pictorial Atlas, eds. J.S. Jacobson and A.C. Hill. Air Pollution Control Association, Pittsburg, PA, pp. A1-H3.
89 U.S. EPA, Integrated Science Assessment for Oxides of Nitrogen and Sulfur – Ecological Criteria, EPA/600/R-08/082F, December 2008
90 U.S.EPA, 2011. Policy Assessment for the Review of the Secondary National Ambient Air Quality Standards for Oxides of Nitrogen and Oxides of Sulfur. US EPA Office of Air Quality Planning and Standards, EPA-452/R-11-004a, January 14, 2011. 91 Kansas Department of Health and Environment, Prevention of Significant
Deterioration Permit Summary Sheet for Sunflower Electric Power Corporation – Holcomb Units 2, 3, and 4, October 2006.
92 U.S.EPA, October 2010. Policy Assessment for the Review of the Carbon Monoxide National Ambient Air Quality Standards. EPA document no. 452/R-10-007.
93 Mansfield, T.A. and Freer-Smith, P.H. 1984. The role of stomates in resistance mechanisms. In Gaseous Air Pollutants and Plant Metabolism, eds. M.J. Koziol and F.R. Whatley. Butterworth Scientific, Boston, MA, pp 131-146.
94 Bennett, J.H. and Hill, A.C. 1975. Interactions of air pollutants with canopies of vegetation. In Responses of plants to air pollution, eds. J.B. Mudd and T.T. Kozlowski, Butterworth Scientific, Boston, MA.
95 Ormrod, D.P. 1982. Air pollutant interactions in mixtures. In Effects of Gaseous Air Pollution in Agriculture and Horticulture, eds. M.H. Unsworth and D.P. Ormrod. Butterworth Scientific, Boston, MA, pp. 307-331.
96 U.S. EPA, Air Quality Criteria for Particulate Matter, EPA/600/P-99/002aF, October 2004.
97 U.S. EPA, Office of Air Quality Planning and Standards (OAQPS) Staff Paper, Review of the National Ambient Air Quality Standards for Particulate Matter: Policy Assessment of Scientific and Technical Information, December 2005.
98 These trace metals are listed hazardous air pollutants under CAA §112(b) and therefore are not subject to PSD requirements per CAA §112(b)(6), including the PSD additional impact analysis. CCG is nonetheless evaluating them for the TEC additional impact analysis.
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99 Godish, Thad. 2004. Air Quality, 4th ed.., Lewis Publishers, Boca Raton, FL.
100 U.S. EPA, Air Quality Criteria Document for Particulate Matter Volume I of II, EPA/600/P-99/002aF, October 2004.
101 Kentuckiana Engineering Company, Inc., ESA Screening Analysis, December 2006. This analysis was included as an attachment to the April 5, 2007 letter from Ms. Pamela Blakley, U.S. EPA Region 5 Air Permits Section Chief, to Mr. Richard Nelson, U.S Fish and Wildlife Service (FWS) Rock Island Illinois Field Office, and it was ultimately relied upon by FWS as the basis for the determination that the approval of the PSD permit would not “likely affect the federally listed species in the action area defined in the biological evaluation.”
102 Katz, S.A., 1991. The analytical biochemistry of chromium. Environmental Health Perspectives, May; 92: 12-16.
103 NCDENR, Update Guidelines for Implementing Acceptable Ambient Levels (AALs) for Chromium (VI) Compounds, Attachment A, Items 7 and 8, July 7, 1999.
104 Kourtev, P.S., Nakatsu, C.H., and A. Konopka, 2006. Responses of the Anaerobic Bacterial Community to Addition of Organic C in Chromium(VI)- and Iron(III)- Amended Microcosms. Applied Environmental Microbiology, January; 72(1): 628-637.
105 Katz, 1991. The analytical biochemistry of chromium.
106 Flagler, Richard B., Recognition of Air Pollution Injury to Vegetation: A Pictorial Atlas, 2nd, ed., Air and Waste Management Association, Pittsburg, Pennsylvania, 1998.
107 U.S. EPA, Air Quality Criteria Document for Particulate Matter Volume I of II, EPA/600/P-99/002aF, October 2004.
108 Hulzebos, E.M. 1993. Phytotoxicity studies with Lactuca sativa in soil and nutrient solutions. Environmental Toxicology and Chemistry, Volume 12, pp 1079-1094.
109 Flagler, Recognition of Air Pollution Injury to Vegetation
110 Air Quality Criteria for Carbon Monoxide. U.S. Department of Health, Education, and Welfare, Public Health Service, National Air Pollution Control Administration, Washington, D.C., pp. 7-1 – 7-3, March 1970.
111 Bell, J.N.B and M. Treshow, Air Pollution and Plant Life, 2nd Ed., John Wiley and Sons, West Sussex, England, 2002.
112 Hulzebos, E.M. 1993. Phytotoxicity studies with Lactuca sativa in soil and nutrient solutions. Environmental Toxicology and Chemistry, Volume 12, pp 1079-1094.
113 Flagler, Richard B., Recognition of Air Pollution Injury to Vegetation: A Pictorial Atlas, 2nd, ed., Air and Waste Management Association, Pittsburg, Pennsylvania, 1998.
C-9
114 Air Quality Criteria for Carbon Monoxide. U.S. Department of Health, Education, and Welfare, Public Health Service, National Air Pollution Control Administration, Washington, D.C., pp. 7-1 – 7-3, March 1970.
115 Bell, J.N.B and M. Treshow, Air Pollution and Plant Life, 2nd Ed., John Wiley and Sons, West Sussex, England, 2002.
116 USEPA. 2001. Supplemental Guidance to RAGS: Region 4 Bulletins, Ecological Risk Assessment. Originally published November 1995. Table 4 from Website version last updated November 30, 2001: http://www.epa.gov/region4/waste/ots/ecolbul.htm
117 These VOC are listed hazardous air pollutants under CAA §112(b) and therefore are not subject to PSD requirements per CAA §112(b)(6), including the PSD additional impact analysis. CCG is nonetheless evaluating them for the TEC additional impact analysis.
118 Flagler, Recognition of Air Pollution Injury to Vegetation
119 National Pollutant Inventory: Substances: Benzene: Environmental Effects. Australian Government, Department of Sustainability, Environment, Water, Population and Communities. Available online at http://www.npi.gov.au/substances/benzene/environmental.html accessed on [12/13/10].