United States Office of Air Quality EPA-340/1 -83-024a
Environmental Protection Planning and Standards September 1983
Agency Research Triangle Park NC 27711
Stationary Source Compliance Series
oEPA A Study of Ambient
TSP Levels Near
Major Steel Facilities
(1978-1980 Update)
Volume I
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EPA-340/1-83-024a
A Study of Ambient TSP Levels
Near Major Steel Facilities
(1978-1980 Update)
Volume I
by
Kenneth E. Pickering
J. Michael Vilardo
Harry E. Rector
Scott D. Thayer
GEOMET Technologies, Inc.
1801 Research Boulevard
Rockville, Maryland 20850
Contract No. 68-01-6311
Task Order No. 6 and 10
EPA Task Manager: MarkAntell
U.S. Environmental Protection Agency
Region 5, Library (5PL-16)
230 S. Dearborn Street, Room 1670
Chicago, IL 60604
Prepared For
U.S. ENVIRONMENTAL PROTECTION AGENCY
Office of Air Quality Planning and Standards
Stationary Source Compliance Division
Washington, D.C. 20460
September 1983
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DISCLAIMER
This report has been reviewed by the Stationary Source Compliance
Division, U.S. Environmental Protection Agency, and approved for publication.
Approval does not signify that the contents necessarily reflect the views and
policies of the U.S. Environmental Protection Agency, nor does mention of
trade names or commercial products constitute endorsement or recommendation
for use.
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ABSTRACT
Ambient air quality statistics have been updated to include 1978-1980
data for TSP, BaP, and BSD for the vicinities of the 50 major integrated
steel facilities in the United States. For each mill, conclusions have been
drawn concerning the impact of the mill as discerned through pollution roses
and analyses of the conditions occurring on days on which the National
Ambient Air Quality Standards have been exceeded. Trends in the 12-month
running geometric means of TSP have been examined. Statistical summaries of
the data are presented such that the attainment status of the vicinity of
each mill could be easily determined. Data included in the analyses were
composed of those available from the National Aerometric Data Bank as well as
special study data obtained from EPA and state and local agencies.
Seventy percent of the stations used in the analyses demonstrate long-
term downward trends in TSP levels. During 1980, there were seven steel
mills for which the nearby monitoring stations indicated no violations of the
primary TSP standards.
The methodology for the analysis is described and the results are
presented in a separate section for each steel mill.
m
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Table of Contents
VOLUME I
Acknowledgment
Methodology
Summary
Armco Steel, Hamilton, Ohio
Armco Steel, Middletown, Ohio
Armco Steel, Ashland, Kentucky
Armco Steel, Houston, Texas
Bethlehem Steel, Sparrows Point, Maryland
Bethlehem Steel, Lackawanna, New York
Bethlehem Steel, Bethlehem, Pennsylvania
Bethlehem Steel, Burns Harbor, Indiana
CF & I Steel, Pueblo, Colorado
Crucible Steel, Midland, Pennsylvania
Ford Motor Company, Dearborn, Michigan
Inland Steel, East Chicago, Indiana
Interlake Steel, Chicago, Illinois
Jones & Laughlin Steel Aliquippa, Pennsylvania
Jones & Laughlin Steel
Jones & Laughlin Steel
Jones & Laughlin Steel
Jones & Laughlin Steel
Kaiser Steel, Fontana,
Lone Star Steel
National Steel,
Steel,
Steel,
Steel,
East Chicago, Indiana
Pittsburgh, Pennsylvania
Ohio
Ohio
National
National
Republic
Republic
Cleveland,
Youngstown
California
, Lone Star, Texas
Weirton, West Virginia
Granite City, Illinois
Detroit, Michigan
Buffalo, New York
Steel, Birmingham, Alabama
Page
IX
xi
xxv
1-1
2-1
3-1
4-1
5-1
6-1
7-1
8-1
9-1
10-1
11-1
12-1
13-1
14-1
15-1
16-1
17-1
18-1
19-1
20-1
21-1
22-1
23-1
24-1
25-1
VOLUME II
Republic
Republic
Republic
Republic
Republic
Republic
Steel
Steel
Steel
Steel
Steel
Steel
Sharon Steel,
Sharon Steel,
Gadsden, Alabama
Canton, Ohio
Chicago, Illinois
Cleveland, Ohio
Warren, Ohio
Youngstown, Ohio
Fairmont, West Virginia
Farrell, Pennsylvania
26-1
27-1
28-1
29-1
30-1
31-1
32-1
33-1
(Continued)
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Table of Contents (Concluded)
VOLUME II (Continued)
United States Steel, Braddock, Pennsylvania
United States Steel, Clairton, Pennsylvania
United States Steel, Duquesne, Pennsylvania
United States Steel, Fairless Hills, Pennsylvania
United States Steel, Homestead, Pennsylvania
United States Steel, Saxonburg, Pennsylvania
United States Steel, Fairfield, Alabama
United States Steel, Chicago, Illinois
United States Steel, Cleveland, Ohio
United States Steel, Gary, Indiana
United States Steel, Lorain, Ohio
United States Steel, Youngstown, Ohio
United States Steel, Geneva, Utah
Wheeling-Pittsburgh Steel, Follansbee, West Virginia
Wheeling-Pittsburgh Steel, Monessen, Pennsylvania
Wheeling-Pittsburgh Steel, Steubenville, Ohio
Wisconsin Steel, Chicago, Illinois
Page
34-1
35-1
36-1
37-1
38-1
39-1
40-1
41-1
42-1
43-1
44-1
45-1
46-1
47-1
48-1
49-1
50-1
Appendix A—ANNUAL ARITHMETIC MEANS FOR 1978-1980
Appendix B--TSP STANDARD EXCEEDANCE LISTING (available from authors
upon request)
VI
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Steel Mills Indexed by EPA Region
REGION II
Bethlehem Steel
Republic Steel,
Lackawanna,
Buffalo, New
New York
York
6-1
24-1
REGION III
Bethlehem Steel
Bethlehem Steel
Crucible Steel,
Jones & Laughlin Steel,
Jones & Laughlin Steel,
National Steel, Weirton
Sharon
Sharon
United
United
United
United
United
United
Steel,
Steel,
States
States
States
States
States
States
Sparrows Point, Maryland
Bethlehem, Pennsylvania
Midland, Pennsylvania
Aliquippa, Pennsylvania
Pittsburgh, Pennsylvania
West Virginia
Fairmont, West Virginia
Farrell, Pennsylvania
Steel
Steel
Steel
Steel
Steel
Steel
Wheeling-Pittsburgh
, Braddock, Pennsylvania
, Clairton, Pennsylvania
, Duquesne, Pennsylvania
, Fair!ess Hills, Pennsylvania
, Homestead, Pennsylvania
, Saxonburg, Pennsylvania
Steel, Follansbee, West Virginia
Wheeling-Pittsburgh Steel, Monessen, Pennsylvania
5-1
7-1
10-1
14-1
16-1
21-1
32-1
33-1
34-1
35-1
36-1
37-1
38-1
39-1
47-1
48-1
REGION IV
Armco Steel, Ashland, Kentucky
Republic Steel, Birmingham, Alabama
Republic Steel, Gadsden, Alabama
United States Steel, Fairfield, Alabama
3-1
25-1
26-1
40-1
REGION V
Armco Steel, Hamilton, Ohio
Armco Steel, Middletown, Ohio
Bethlehem Steel, Burns Harbor, Indiana
Ford Motor Company, Dearborn, Michigan
Inland Steel, East Chicago, Indiana
Interlake Steel, Chicago, Illinois
Jones & Laughlin Steel, East Chicago, Indiana
Jones & Laughlin Steel, Cleveland, Ohio
Jones & Laughlin Steel, Youngstown, Ohio
1-1
2-1
8-1
11-1
12-1
13-1
15-1
17-1
18-1
(Continued)
VI1
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Steel Mills Indexed by EPA Region (Concluded)
REGION V (Continued)
Granite City, Illinois
Detroit, Michigan
Canton, Ohio
Chicago, Illinois
Cleveland, Ohio
Warren, Ohio
Republic Steel, Youngstown, Ohio
United States Steel, Chicago, Illinois
United
United
United
National Steel
National Steel
Republic Steel
Republic Steel
Republic Steel
Republic Steel
United
States
States
States
States
Steel
Steel
Steel
Steel
Cleveland, Ohio
Gary, Indiana
Lorain, Ohio
Youngstown, Ohio
Wheeling-Pittsburgh Steel, Steubenville, Ohio
Wisconsin Steel, Chicago, Illinois
Page
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23-1
27-1
28-1
29-1
30-1
31-1
41-1
42-1
43-1
44-1
45-1
49-1
50-1
REGION VI
Armco Steel, Houston, Texas
Lone Star Steel, Lone Star, Texas
4-1
20-1
REGION VIII
CF & I Steel, Pueblo, Colorado
United States Steel, Geneva, Utah
9-1
46-1
REGION IX
Kaiser Steel, Fontana, California
19-1
vm
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ACKNOWLEDGMENT
This report was prepared by GEOMET Technologies, Inc., for the U.S.
Environmental Protection Agency under Contract 68-01-6311. Mr. Mark Antell
was the Task Manager from the EPA Stationary Source Compliance Division. The
GEOMET Task Manager and principal author of the report was Mr. Kenneth E.
Pickering. Assisting Mr. Pickering in the preparation of the report were
Mr. Harry E. Rector and Mr. Scott D. Thayer. Mr. J. Michael Vilardo performed
the data processing and designed the computer output and computer graphics
that are contained in the report.
The assistance of personnel from the state and local agencies in the
jurisdictions in which the steel mills are located is acknowledged. These
individuals, too numerous to mention their names, helped in the identi-
fication of monitoring sites impacted by steel mill emissions. Special
appreciation is extended to staff in the Pennsylvania, New York, New Jersey,
Alabama, Jefferson County (AL), and Allegheny County (PA) agencies who
provided special study data to be included in the report. Also, special
thanks are extended to CF&I Steel Corporation, U.S. EPA Region V, and the
Ontario Ministry of the Environment who also provided data.
Mr. Richard Craig from U.S. EPA Region II and Messrs. Thomas Shiland and
Thomas Maslany from U.S. EPA Region III provided very useful comments on the
draft report. Mr. Mark Siegler provided input regarding the content and
organization of the report.
IX
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METHODOLOGY
PURPOSE OF THE STUDY
This document is intended to serve as a site-specific reference volume
that outlines available information concerning total suspended particulate
(TSP), benzo-a-pyrene (BaP), and benzene soluble organics (BSD) levels in the
vicinities of the 50 large integrated steel mills in the United States. This
document updates the previous analyses (Pickering et al. 1979) performed by
GEOMET Technologies, Inc., on TSP data observed, during the period 1972-1977,
in the vicinities of the 50 major steel facilities in the United States. The
update extends the data record analyzed through 1980. The original document
as well as the update are intended to provide both EPA headquarters and
regional enforcement staff with an easily accessible reference containing air
quality data and interpretation for the vicinities of the steel mills for
which they are involved in enforcement activity.
SELECTION OF MONITORING SITES
All monitoring sites for which data had been employed in the original
analysis were reviewed, and only those that had best demonstrated mill impact
or served as background stations were chosen. Mill impact was determined
primarily through the use of pollution roses. State and local air pollution
control agencies were contacted to determine if the selected stations were in
continued operation and to determine if any new stations had been established
in the vicinities of the mills. The stations employed in the original
analysis, but not in this update, include those that demonstrated minimal
impact of the mill due to either their distance from the mill or their being
situated in a direction from the mill that seldom has persistent winds
blowing toward it. Also included in the group of stations not considered in
this report are those for which the impact of the mill is masked due to other
sources of TSP, such as road dust in the case of stations improperly sited
according to EPA guidelines or other urban sources in the case of a site
located between a steel mill and a downtown area. Data were not repeated in
this report for special study sites that existed only in the year 1977 or
earlier.
The original analyses (the 1972-1977 report) contained an assessment of
the adequacy of the hi-vol networks in the vicinity of each of the mills.
This assessment was based on an evaluation of the sites relative to the EPA
siting guidelines for TSP monitors (Federal Register 1979) and on an evalua-
tion of the monitor locations relative to the frequencies of persistent winds
by direction. A network was judged to be adequate to represent the air
quality in the vicinity of the mill if the monitors met EPA guidelines and at
least one monitoring site was situated such that it would be downwind of the
steel mill frequently during persistent wind conditions. The original
analysis showed that during 1972-1977 the monitoring networks were fully
adequate to demonstrate representative TSP levels in the vicinity of 11 steel
XI
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mills. These mills are listed in Table 1. Most of the mills not adequately
monitored were so due to the lack of monitors in locations that would be
downwind of the mill frequently under persistent wind conditions. All 11 of
these mills remained adequately monitored during 1978-1980. Seven additional
mills became adequately monitored during the 1978-1980 period. These steel
mills are listed in Table 2. However, at five of these seven mills the
improved network was the result of special studies conducted by EPA Region V.
After the termination of these special studies, the five mills reverted to
being inadequately monitored.
During the course of the station selection activity, contacts were made
with the state and local agencies performing the monitoring to obtain informa-
tion regarding monitoring site changes during the 1978-1980 period. If more
information is desired concerning the monitoring sites than is presented in
this report, the reader may refer to Table 3, which presents relevant agency
addresses and telephone numbers.
DATA ACQUISITION
The vast majority of the TSP data was obtained through retrievals from
EPA's National Aerometric Data Bank (NADB) maintained by the EPA National Air
Data Branch on the EPA UNIVAC computer at Research Triangle Park, North
Carolina. These data were supplemented by data on hard copy obtained from
the state and local agencies for periods unavailable from NADB. These
periods consisted mainly of the last quarter of 1980 that, in a number of
cases, had not yet been entered into NADB. In addition, TSP data were also
obtained from Region V and from CF & I Steel, who have operated special study
hi-vol networks. The Ontario Ministry of the Environment contributed data
from stations impacted by one of the mills. There were two mills for which
no TSP monitors are located in close enough proximity to be useful in assessing
mill impact.
Wind data from NADB were retrieved for appropriate sites where available.
For most of the mills, however, local airport wind data was used. These data
are summarized for each day in the National Climatic Center publication,
Local Climatological Data. There were four mills for which no computer-
compatible wind data were available for the 1978-1980 period.
Data for BaP or BSD are available for the vicinities of 20 mills. These
data were obtained from state and local agencies, and from EPA Region V
(Regan 1983). BaP and BSD are products of incomplete combustion and pyrolysis.
BaP, one of several polynuclear aromatic hydrocarbons that are emitted, has
proven to be carcinogenic in animal studies; coke ovens are the major source
of BaP within integrated steel mills.
xii
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TABLE 1. STEEL MILLS WITH TSP NETWORKS
JUDGED ADEQUATE FOR 1972-1977
Armco Steel--Middletown, OH
Bethlehem Steel--Lackawanna, NY
CF & I Steel--Pueblo, CO
National Steel--Detroit, MI
Republic Steel--Buffalo, NY
Republic Steel--Canton, OH
Republic Steel--Warren, OH
Sharon Steel--Farrell, PA
U.S. Steel--Homestead, PA
Wheel ing-Pittsburgh--Steubenville, OH
Wheeli ng-Pi ttsburgh--Monessen, PA
xm
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TABLE 2. STEEL MILLS WITH TSP NETWORKS
THAT BECAME ADEQUATE DURING 1972-1977
Bethlehem Steel--Burns Harbor, IN*
Inland Steel—East Chicago, IN*
Jones & Laugh!in Steel--East Chicago, IN*
National Steel--Granite City, IL
U.S. Steel--Fairless Hills, PA
U.S. Steel--Gary, IN*
U.S. Steel--Lorain, OH*
* Became adequate due to special study.
xiv
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TABLE 3. STATE AND LOCAL AGENCIES OPERATING TSP MONITORING NETWORKS NEAR MAJOR STEEL MILLS
Steel mill number
26
25, 40
19
9
13, 22, 28, 41, 50
8, 12, 15, 43
3
5
11, 23
37
6, 24
1, 2, 17, 18, 21,
27, 29, 30, 31, 42,
44, 45, 47, 49
7, 10, 14, 33, 48
16, 34, 35, 36, 38
4
46
21, 32, 47, 49
23
Agency
Alabama Air Pollution Control
Comni ssion
Jefferson County Department
of Health
South Coast Air Quality
Management District
Pueblo City/County Health
Department
Colorado Air Pollution
Control Division
Illinois Environmental
Protection Agency
Indiana State Board of
Health
Kentucky Division of Air
Pollution Control
Maryland Air Management
Administration
Wayne County Air Pollution
Control Division
New Jersey Bureau of Air
Pollution Control
Erie County Department of
Environment and Planning
New York State Department of
Environmental Conservation
Ohio Environmental
Protection Agency
Pennsylvania Bureau of
Air Quality Control
Allegheny County Health
Department .
Texas Air Control Board
Utah Department of Health
West Virginia Air Pollution
Control Commission
Ontario Ministry of the
Address
645 S. McDonough Street
Montgomery, AL 36130
1400 Sixth Avenue, South
Birmingham, AL 35202
9150 Flair Drive
El Monte, CA 91731
151 Central Main Street
Pueblo, CO 81003
4210 E. llth Avenue
Denver, CO 80220
2200 Churchill Road
Springfield, IL 62706
1330 W. Michigan Street
Indianapolis, IN 46206
Ft. Boone Plaza
18 Reilly Road
Frankfort, KY 40601
201 W. Preston Street
Baltimore, MD 21201
1311 E. Jefferson Street
Detroit, MI 48207
CN027
Trenton, NJ 08625
95 Franklin Street
Buffalo, NY 14202
50 Wolf Road
Albany, NY 12223
361 E. Broad Street
Columbus, OH 43215
200 N. Third Street
P.O. Box 2063
Harrisburg, PA 17120
301 39th Street
Pittsburgh, PA 15201
6330 Highway 290 East
Austin, TX 78723
150 W. North Temple
Salt Lake City, UT 84110
1558 Washington Street, East
Charleston, WV 25311
985 Adelaide Street, South
Telephone
205-834-6570
205-933-9110
213-572-6200
303-544-8376
303-320-4180
217-782-7326
317-633-0644
502-564-3382
301-383-3245
313-224-4650
609-292-5450
716-846-6370
518-457-7127
614-462-8674
717-787-9702
412-578-8101
512-451-5711
801-533-6108
304-348-3286
519-681-3600
Environment (Southwestern
Region)
London, Ontario N6E 1V3
Canada
XV
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ELEMENTS OF THE ANALYSES
This document contains a section dealing with each of the 50 mills that
contains the following items:
0 Updated monitoring site characteristics table* including
new stations
t TSP roses for 1978-1980 on an area map of the mill environs
• Trend graphs of 12-month running geometric means of TSP
for the period 1973-1980
f Statistical summaries of the TSP data for 1972-1980 (one
page per station)
• Air quality standard exceedance roses in tabular form for
both the primary and secondary 24-hour TSP standards,
giving both the number of occurrences and the mean value
of the exceedance cases for each wind direction over the
period 1972-1980
• BaP or BSD roses for 1978-1980 on an area map of the
mill environs (if available)
• Graphs of monthly average, monthly composite, or quarterly
composite BaP or BSD values (if available)
t A summary page that discusses the trend graphs and discusses
the roses and the attainment status indicated for individual
stations for the individual years.
* Table includes all sites that have been identified near the mills
(i.e., all those used in the 1973-1977 analysis, plus new sites).
Data have been analyzed in this report for a subset of this list
containing those sites best demonstrating air quality impacts of
the mills.
xvi
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CALCULATIONS
Geometric mean values of TSP were computed for each month from January
1973 through December 1980 using data for the 12-month period ending that
month. Computations were made as follows:
Mg = expl
Where C-j are the individual 24-hour TSP readings and M is the number of
readings in the 12-month period being considered. Computer graphics were
employed to display the trends of the geometric means. The same summary
criteria as used by the EPA Monitoring and Data Analysis Division were
employed in the computation of geometric means (at least five observations
had to be distributed representatively throughout each quarter of the
12-month period).
Wind speed and direction data from the vicinity of each mill (1 or more
stations) were used to compute a value of a wind persistence index (w) for
each day. The index used is the ratio of the resultant wind speed for the
day to the scalar average wind speed for the day and is computed as follows:
124
,*.,
R
i
COS 0-j
2
[24
2
1-1
R
i
sin
0
•]'
24
Z R
Where R-j is the hourly wind speed and 0-j is the hourly wind direction.
Values of w range from 0 to 1. On a day with high wind persistence one
can say with greater confidence that a particular hi-vol loading came from a
source in the direction from which the wind was blowing than on a day with a
lower value of w.
The impact on TSP by the steel mills was illustrated through the con-
struction of pollution roses using monitoring data for days with persistent
winds (with w greater than or equal to a designated cut-off value). Mean
values of TSP were computed for each of 16 wind direction sectors after
matching each TSP value with its corresponding 24-hour average wind direction
and wind persistence value. Cut-off values of w were generally chosen such
that each sector could be represented. The length of each ray on the pollution
rose is equivalent to the averaged TSP received from that direction during
the period.
xv n
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Statistical summary pages for the period 1972-1980 were generated for
each monitoring station. The summaries include the following parameters:
• Number of observations
• Geometric mean
• Geometric standard deviation
• Extrapolation of highest expected 24-hour TSP value using
Larsen's method (Larsen 1971)
• Highest and second-highest observed TSP values along with
their dates of occurrence
• Number of observations exceeding the Federal Primary
24-hour Standard of 260 Mg/m3
• Number of observations exceeding the Federal Primary
24-hour Standard of 150
• Frequency distribution of the observed data.
The geometric standard deviation was computed as follows:
Sq = exp
N N
1n2 C
N N2
1/2
The observed data were used to extrapolate the highest expected 24-hour
TSP value in each calendar year using the Larsen method which assumes that
the TSP values are log-normally distributed:
r _ M z 2.94
4iax ~ Mg^g
For some applications of the data contained in these volumes, the
annual arithmetic mean of the TSP concentrations may be more useful than the
annual geometric mean. Therefore, annual arithmetic means have been computed
from the raw data for all sites considered in these volumes for the years
1978, 1979, and 1980. These values appear in Appendix A.
Two added features were included in the updated analyses: (1) the
computation of the Spearman rank correlation coefficient for each station and
(2) the construction of standard exceedance roses for each monitoring site.
xvm
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The Spearman rank correlation coefficient was used to evaluate the
long-term trend of the 12-month running geometric means at each station. The
coefficient ranges from -1.0 to +1.0 and is a measure of the direction and
constancy of a trend. The geometric means were ranked from low to high, and
the months were ranked from least to most recent. For the data covering the
period 1973-1980, the month of January 1973 would be ranked first and the
month of December 1980 would be ranked last. The coefficient (rs) is
computed by the following formula:
di2
rs = 1
where
di = the difference in ranks for the itn pair
n = number of paired ranks.
The standard exceedance roses consist of two tables (one for the primary
24-hour standard and one for the 24-hour secondary standard) for each mill,
which for each station give both the number of occurrences and the mean value
of the standard exceedance cases associated with each wind direction. Also,
the exceedance cases are broken down within each wind direction according to
whether they were associated with winds that were persistent (i.e., above
some criteria value of &, the wind persistence indicator) or variable. In
addition, listings were generated of all individual exceedances of the
secondary 24-hour standard (150 Mg/m^) for all the monitoring stations.
For each exceedance case, the date, the resultant wind direction, wind speed,
and persistence indicator are also listed. These listings appear in Appendix B,
which may be obtained from the authors upon request.
WIND DATA REPRESENTATIVENESS
Table 4 lists the meteorological stations from which wind data
were employed for constructing the pollution roses and standard exceedance
roses. Wind data obtained from NADB was more prone to have missing values
than the airport winds; therefore, a backup airport station was employed for
mills using a NADB site as the primary source of wind data, unless use of
airport data would be obviously inappropriate.
The question of how well the meteorological data used in constructing
the pollution roses represents the monitoring sites is critical in this
study. The term point-to-point representativeness is used for this purpose
following the convention of Nappo et al. (1982) and distinguishes this
concept from measurement representativeness and from point-to-volume repre-
sentativeness.
xix
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TABLE 4. METEOROLOGICAL DATA STATIONS (1978-1980)
USED IN UPDATED ANALYSES
Mill
Number
Primary Station
Secondary Station
1 Greater Cincinnati Airport
2 Greater Cincinnati Airport
3 NADB #180080010
4 NADB #452560034
5 Baltimore-Washington Int'l Airport
6 Buffalo Airport
7 NADB #390780017
8 NADB #153420011
9 No digitized data available
10 Greater Pittsburgh Airport
11 Morton Dock-Windsor, Ontario
12 NADB #153420001
13 Chicago Midway Airport
14 NADB #390440004
15 NADB #153420001
16 Greater Pittsburgh Airport
17 Cleveland Hopkins Airport
18 Youngstown Municipal Airport
19 No digitized data available
20 No analysis possible
21 NADB #366420012
22 St. Louis Airport
23 Morton Dock-Windsor, Ontario
24 Buffalo Airport
25 Birmingham Airport
26 Birmingham Airport
27 NADB #361000001
28 Chicago Midway Airport
Huntington Tri-State Airport
Chicago Midway Airport
Wayne County Airport
Chicago Midway Airport
Greater Pittsburgh Airport
Chicago Midway Airport
Wayne County Airport
Akron-Canton Airport
(continued)
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TABLE 4. (concluded)
Mill
number
Primary station
Secondary station
29 Cleveland Hopkins Airport
30 Youngstown Municipal Airport
31 Youngstown Municipal Airport
32 No digitized data available
33 Youngstown Municipal Airport
34 Greater Pittsburgh Airport
35 Greater Pittsburgh Airport
36 Greater Pittsburgh Airport
37 NADB #391080012
38 Greater Pittsburgh Airport
39 No analysis possible
40 NADB #011300003
41 Chicago Midway Airport
42 Cleveland Hopkins Airport
43 NADB #153420011
44 Cleveland Hopkins Airport
45 Youngstown Municipal Airport
46 No digitized data available
47 NADB #366420012
48 Greater Pittsburgh Airport
49 NADB #366420012
50 Chicago Midway Airport
Birmingham Airport
Chicago Midway Airport
xxi
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Nappo et al. point out a number of the important elements that influence
point-to-point representativeness, including but not limited to changes in
surface roughness, topography, or atmospheric stability. In addition, there
is the combined influence of the separation distance and the local synoptic
and mesometeorological situation. Nappo et al. also describe the differences
that will result, depending on the meteorological parameter that is of concern.
They conclude with recommendations for further literature review/research,
for the use of their described statistical techniques in intensive field
programs/meteorological monitoring networks, for the inclusion of representa-
tiveness assessments in reporting, and for further joint efforts such as the
workshop that they report. Their final recommendation is for the development
of evaluation criteria "...although value judgment will be properly exercised
in the scientific community."
A limited literature search has produced several references that provide
data indirectly related to the subject of concern in this study, but that
could only prove of limited value after considerable additional effort
(Cormier 1975, Shreffler 1983, and Fujita and Wakimoto 1982).
In view of the limited and indirectly related quantitative data on this
subject, and our agreement with Nappo et al. that value judgments be properly
exercised, we have followed the approach of developing experienced judgments
as to the representativeness of the meteorological sites to the TSP monitoring
sites. In order to make the approach as objective as we could, and to take
advantage of the fact that we have a number of experienced micrometeorologists/
diffusion meteorologists readily available to us, we employed what has been
called the Delphi approach. This involves defining the problem separately to
a number of different experts in the field, and soliciting their best individual
judgments as to the answer. These judgments are then combined, the degree of
consistency is determined, and where significant disagreements are observed,
if any, these are resolved by further consultation with experts, separately
or together.
The question was posed to our experts in the form of the table in which
we later present the results. It combines the two primary critical parameters
(distance and topography, including surface roughness). The experts were
asked to enter in each cell in the matrix their judgment of the representa-
tiveness of the meteorological station to the monitor site as Excellent (E),
Very Good (VG), Good (G), or Unknown (U). The fourth rating (Unknown) was
originally set as Poor, but it soon became evident that the word Poor implied
a known degree of unrepresentativeness, when in fact it usually arose because
the distance between the two sites became great enough as to cast doubt, but not
to ensure nonrepresentativeness. In some specific cases, in fact, when the
rating scheme was applied to the sites being studied, it was the judgment of
the rater that there was a fair (but undefinable) chance that the meteorological
data were applicable to the monitor site. A case in point is when the sites
are juxtaposed similarly on a lake shore (implying representativeness), but
are simply too far apart (say, greater than 25 km) to provide any assurance.
xxn
-------
The raters vary widely in experience: education ranges from a Bachelor's
to a Doctorate in Meteorology; field experience from a year or so to as much
as 20 years; and research and theoretical experience from none to many years.
There were seven of them, and the results were as follows: 6 of the 56 cells
had unanimous results, in that all seven raters assigned the same rating.
Seventeen of the cells (30%) had five or more of the raters (70%) giving the
same rating. An additional 24 cells had two adjacent ratings (E-VG or VG-G
or G-U) with scores of 3 and 3 or 4 and 2 for a total of six raters with
adjacent ratings. These two situations account for 41, or 73% of the cells.
Of the remaining 15 cells, 14 more (total of 55, or 96%) had a single
rating with at least three raters' entries, and one had no consensus (not
more than two votes for any one rating). Of the total ratings given (392, or
56 cells times 7 raters), 10, or 2-1/2 percent, were considered "outliers" in
that the rater assigned a rating which appeared significantly different from
the pattern of the ratings assigned by the other raters for that cell.
All things considered, we believe that there is a gratifying degree of
consistency in these findings. While the results could undoubtedly be
refined by further recycling through these raters, or by the inclusion of
more raters from other sources, we believe that careful examination of the
resulting table will show that significant improvement is unlikely and not
worth the effort. Accordingly, Table 5 is both the result of our Delphi
Method Study and the basis for the representativeness ratings given with the
pollution roses for each steel mill.
Once the table was established, it was unnecessary for any further joint
action on the part of the raters. The subsequent analysis was simply a
matter of establishing the terrain and distance characteristics of the meteo-
rological and TSP stations in the vicinity of each mill; this was done by a
single analyst. That action defines the terrain/distance combination cell in
the table, which results in the assignment of the representativeness rating
from that cell. In some cases the analyst was moved to comment on the
significance of an "Unknown" rating, and that is included with the terrain/
distance combination and the representativeness rating for the plant being
considered (see for example Mill No. 43, U.S. Steel, Gary, Indiana).
xxm
-------
TABLE 5. REPRESENTATIVENESS OF ONE METEOROLOGICAL STATION COMPARED TO ANOTHER AS A FUNCTION OF DISTANCE
OF SEPARATION AND TERRAIN FEATURES (24-HR AVERAGE METEOROLOGICAL DATA)
I
II
III
IV
V
VI
VII
Distance, km
A B C D E F G
Terrain 0 to 0.5 0.6 to 1.0 1+ to 3 3+ to 6 6+ to 10 10+ to 15 15+ to 25
Level* E E E E E-VG VG VG-G
Roningt E E E'VG VG VG-G VG-G G
Hilly* E-VG VG G G U U U
Mountain/
Valley E-VG VG G G G G G-U
(similar**)
Mountain/
Valley G G U U U U U
(different1"1')
Local Cir-
orlaSei0Breeze1 ^ VG VG G U
(similar**)
Local Cir-
culation (Lake .... „ r „
or Sea Breeze) VG'G G G-U U U U U
(different1"1')
H
>25
G
G-U
U
U
U
U
U
Key to Cell Entries: E = Excellent, VG « Very Good, G « Good, U = Unknown (see text.)
* <100 feet variation in 1 kilometer.
t 100 to 500 feet variation in 1 kilometer.
* 500 to 800 feet variation in 1 to 2 kilometers.
The meteorological station and the TSP monitor site are in similar orientations and locations
with respect to the terrain feature (mountain/valley or waterfront).
1"t' The meteorological station and the TSP monitor site are in different orientations and locations
with respect to the terrain feature (mountain/valley or waterfront).
XXIV
-------
SUMMARY
Ambient air quality statistics have been updated to include 1978-1980
data for TSP, BaP, and BSO for the vicinities of the major integrated steel
facilities in the United States. For each mill, conclusions have been drawn
concerning the impact of the mill as discerned through pollution roses and
analyses of the conditions occurring on days on which the National Ambient
Air Quality Standards have been exceeded. Trends in the 12-month running
geometric means of TSP have been assessed.
The long-term trends (over several years), as evidenced by the Spearman
rank correlation coefficients computed from the time series of 12-month
running geometric means, are generally downward; 70 percent of the stations
used in the analyses demonstrate long-term downward trends. Of course, the
degree to which the geometric means trends are representative of peak steel
mill ambient impacts is to a great extent affected by how well the monitors
are sited to take advantage of the greatest frequency of persistent wind
conditions. The original 1973-1977 analysis document assessed the adequacy
of the hi-vol networks in the vicinity of each of the mills; it was shown
that the networks were truly adequate to assess the ambient impacts at
only 11 (22 percent) of the mills. Monitoring networks became adequate in
the vicinities of seven additional mills during 1978-1980.
The TSP roses show considerably more ambient impact of some mills than
of others, because the average TSP values for the wind directions blowing
from the mill are not only a function of the mill emissions, but also of how
well the monitor is sited and the representativeness of the wind data.
Generally, at mills with stations showing 24-hour standard exceedances, there
is at least one site where some of the cases of exceedance can be tied to
mill emissions through the wind direction analysis presented in the standard
exceedance roses.
Tables 6 through 10 present a summary of the history of primary standard
attainment status for the vicinity of each mill as determined solely by the
data from the stations that existed during the eight quarters ending at the
end of each given year. In the tables, "A" indicates attainment of both the
annual and 24-hour primary standards, "N" indicates nonattainment of either
the annual or 24-hour standard, and "I/D" indicates insufficient data to
determine the status. During 1980, there were seven mills at which no
violations of the primary standards were recorded.
xxv
-------
TABLE 6. PRIMARY STANDARD ATTAINMENT STATUS
Region II
Plant 1973 1974 1975 1976 1977 1978 1979 1980
Bethlehem-Lackawanna NNNNNNNN
Republic-Buffalo NNNNNNNN
xxvi
-------
TABLE 7. PRIMARY STANDARD ATTAINMENT STATUS
Region III
Plant
Bethlehem-Sparrows Pt.
Bethl ehem-Bethl ehem
Crucible-Midland
J&L-Alquippa
J&L-Pittsburgh
National -Wei rton
Sharon-Fairmont
Sharon-Parrel 1
USSC-Braddock
USSC-Clairton
USSC-Duquesne
USSC-Fairless Hills
USSC-Homestead
USSC-Saxonburg
Wheel .-Pgh.-Follansbee
Wheel .-Pgh.-Monessen
1973
®
I/D
N
N
N
I/D
I/D
I/D
I/D
N
N
®
N
I/D
I/D
I/D
1974
®
®
N
N
N
N
N
N
N
N
N
®
N
I/D
N
N
1975
N
®
N
N
N
N
N
N
N
N
N
®
N
I/D
N
N
1976
N
N
N
N
N
N
N
N
N
N
N
®
N
I/D
N
N
1977
®
N
N
N
N
N
N
N
N
N
N
®
N
I/D
N
N
1978
®
N
N
N
N
I/D
I/D
N
N
N
N
®
N
I/D
N
N
1979
®
N
N
I/D
N
N
N
I/D
N
N
N
®
N
I/D
N
I/D
1980
®
N
N
N
N
N
N
N
N
N
N
®
N
I/D
N
N
XXV11
-------
TABLE 8. PRIMARY STANDARD ATTAINMENT STATUS
Region IV
Plant
1973 1974 1975 1976 1977 1978 1979 1980
Armco-Ashland NNNNNNN
Republic-Birmingham NNNNNNN
Republic-Gadsden I/D I/D I/D N N N N
USSC-Fairfield NNNNNNN
N
N
xxvm
-------
TABLE 9. PRIMARY STANDARD ATTAINMENT STATUS
Region V
Plant
Armco-Hamilton
Armco-Middletown
Bethlehem-Burns Harbor
Ford-Dearborn
Inland-East Chicago
Inter! ake-Chicago
J&L-East Chicago
J&L-Cleveland
J&L-Yoimgstown
National -Granite City
National -Detroit
Republic-Canton
Republic-Chicago
Republic-Cleveland
Republic-Warren
Republic-Youngstown
USSC-Chicago
USSC-Cleveland
USSC-Gary
USSC-Lorain
USSC-Youngstown
Wheel . -Pgh . -Steubenvi 1 1 e
Wisconsin-Chicago
1973
I/D
N
I/D
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
1974
I/D
N
I/D
N
N
N
N
N
N
I/D
N
N
N
N
N
N
N
N
N
N
N
N
N
1975
I/D
N
I/D
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
1976
®
N
I/D
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
1977
®
N
I/D
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
1978
®
N
I/D
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
1979
®
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
1980
®
I/D
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
XXIX
-------
TABLE 10. PRIMARY STANDARD ATTAINMENT STATUS
Region VI
Plant
Annco-Houston
Lone Star-Lone Star
1973 1974 1975 1976 1977 1978 1979 1980
N I/D N N N N N N
I/D I/D I/D I/D I/D I/D I/D I/D
Region VIII
Plant
CF&I-Pueblo
USSC-Geneva
1973 1974 1975 1976 1977 1978 1979 1980
NNNNNNNN
I/D N N N N N N N
Region IX
Plant
1973 1974 1975 1976 1977 1978 1979 1980
Kaiser-Fontana
I/D I/D I/D N
xxx
-------
REFERENCES
Cormier, R.V. The Horizontal Variability of Vertically Integrated Boundary
Layer Winds. Journal of Geophysical Research, Vol. 80, No. 24. 1975.
Federal Register. Ambient Air Quality Monitoring, Data Reporting, and
Surveillance Provisions. Vol. 44, No. 92, pp. 27558-604. 1979.
Fujita, T.T., and R.M. Wakimoto. Effects of Misoscale and Mesoscale
Obstructions on RAM Winds Obtained during Project NIMROD. Journal of
Applied Meteorology, Vol. 21. 1982.
Larsen, R.I. A Mathematical Model for Relating Air Quality Measurements
to Air Quality Standards. Publication AP-89. U.S. Environmental
Protection Agency, Research Triangle Park, N.C. 1971.
Nappo, C.J., et al. The Workshop on the Representativeness of Meteorological
Observations. Bulletin of the American Meteorological Society, Vol. 63,
No. 7. 1982.
Pickering, K.E., et al. A Study of Ambient Air Quality in the Vicinity of
Major Steel Facilities. GEOMET Report ES-793, prepared for the Division
of Stationary Source Enforcement, U.S. Environmental Protection Agency,
Washington, D.C. 1979.
Regan, G.F. Benzo-a-pyrene as a Tracer for Coke Oven Emissions. APCA
Specialty Conference on Measurement and Monitoring of Non-criteria (Toxic)
Contaminants in Air, Chicago, II. 1983.
Shreffler, J.H. Representativeness of Wind Speed and Direction Measurements
in an Urban Area. WMO/AMS/CMOS Fifth Conference on Meteorological
Observations and Instrumentation, Toronto, Canada. 1983.
xxx i
-------
ARMCO STEEL
Hamilton, Ohio
EPA Region V
1-1
-------
HIVol Monitoring Sltet - Arraco Steel Corporation, New Miami, Ohio
X #1
I
IN)
SAROAD 1
36-2700-002H01
36-0900-001
36-27OO-003H01
Site Name and Address
Hamilton Municipal Bldg
Monument G High Streets
Hamilton, Ohio
North Water Works
U. S. Rt. 127 South
New Miami, Ohio
Plant Location from Site
Bearing Pittance
Blast furnaces 42 3. 9 km
Boilers, 40°
Coal Crusher and 4 5 km
Coking Operations
Blast furnaces 19 0. 7 km
Boilers, Coal
Crusher and 1 3 km
Coking Operations
26°
Elevation (in meters)
Above Ground MSL Plant
19 198 IS
4.S 183 0
Site
Description
Rooftop
Center City
Commercial
Rooftop
Open field
Nearest Roadway
Name Direction/Distance Volume
High Street S 9m 4-laue
moderate
U.S. Rt. 127 ME 1 km to 4-lane
4 km moderate
This roadway runs in line between the
monitoring site and the steel mill
Baltimore & Ohio
Railroad W 400 m 2 -tricks
U S Rt 127 W 425 m 4-lane
moderate
NOTE: The North Water Workj sue was activated 2/6/76. SAROAD * 36-09OO-OO1 used for 1976. SAROAD * 36-2700-UO3I101 used for 1977.
X~ Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Wind.Data.Representativeness
Station # Terrain Distance Rating
II
H
U
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 in Methodology section.
N
Coal Crusher
and Boilers
Coke Battery
Tank
/Greater
/ Cincinnati
/ Airport
T45 Km
km
TSP roses for Armco Steel - Hamilton, Ohio,
for the period 1978-1980 for cases of co>0.85.
Each circle represents 50 ug/m3.
1-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Armco--Hamilton, OH
Wi nd f
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
lorn tori ng Site Numbers
#2
4
4
2
6
7
3
1
2
6
7
8
6
9
6
1
_1
73
1-4
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS
-------
YEAR
TSP DATA SUMMARY ^OR ARMCO - HAMILTON* OH
SAROAD STATION « 360900001 SITE ID « 02
UNITS t MICROGRAMS/M**3
1972 1973 1=74 1975 1976 1977 1978 1979 1980
* OF READINGS :
54
50
44
53
GEOMETRIC MEAN: ****** ****** ****** ****** 56.7 54,0 ****** 49.4 54.9
GEOMETRIC S.D.: ****** ****** ****** ******
1.7 ****** 1.5
HIGHEST ?Y
LARSEM EXTR=>:
****** ****** ****** ****** 227.2 245.1 ****** 175.2 153.1
IST HIGHEST:
DATE :
****** ****** ****** ****** 2Q7.0 139.0 114.0 95.0 133.0
****** ****** ****** ****** 760611 770519 781104 793322 8005Q9
2MD HIGHEST:
DATE :
****** ****** ****** ****** 125.0 132.0 108.0 95.0 104.0
****** ****** ****** ****** 761015 770513 780911 790526 300614
# OF READINGS
EXCEEDING 260
n OF READINGS
EXCEEDING 150
RANG"
0- 65:
66-130:
131-195:
196-260:
2&1-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
33
20
0
1
0
0
0
0
34
14
2
0
0
0
n
0
31
13
0
0
0
0
0
0
30
13
0
0
0
0
0
0
37
15
1
3
0
T
D
3
****** INDICATES MISSING OR INSUFFICIENT DATA
1-6
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
ARPCO - HAMILTON. OH
(AVI Oses > 260 yg/m3 for 1972-1980)
X=0.»50
COUNT/AVERAGF TSP OF PRIMARY EXCEEDAIMCES
SAROAD #
SITE ID n
DIRECTION!
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
su COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
w N w COUNT:
AVf TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
3f 090
2
u> = x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
c
0.
0
0.
0
0.
0
0.
a
0.
c
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0001
w
-------
24-HR STANDARD EXCEEDANCF ROSE FOR
ARMCO - HAMILTONt OH
(All Cases > 150 pg/m3 for 1972-1980)
X=0.«50
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCFS
SAROAD n
SITF ID #
DIRECTION
N COUNT:
AVF TSP:
NNE COUNT:
AVF TSP:
wr COUNT:
AVE TSP:
ENF COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVF TSP:
UNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NMW COUNT:
AVF TSP:
ALL COUNT:
AVE TSP:
36090
2
w> = x
0
c.
D
0.
0
c.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
c
0.
1
207.
0
0.
0
0.
c
0.
c
0.
1
2C7.
0001
U
-------
UPDATED AIR QUALITY EVALUATION - ARMCO STEEL, HAMILTON, OHIO
Stations used in update:
Continued operation: #2
New stations: None
Discontinued stations: None
Trends in geometric means:
The Spearman rank correlation coefficient for station #2 is -0.47,
implying a slight downward trend. However, this is based on a limited
number of measurements between 1976 and 1980. Annual geometric means
are generally near 50 jjg/m^ during this period.
Attainment status:
Station #2 was in attainment of the primary TSP standard in 1978-1980.
Pollution roses:
There are no drastic changes in the pollution rose for station #2. The
rose remains generally circular with no clearcut contribution from the
mi 11.
Standard exceedance roses:
No excursions beyond 24-hour primary or secondary standards were recorded
by station #2 in 1978-1980. The lone excursion beyond standards for the
entire period of sampler operation (1976-1980) occurred in 1976 when
west-southwest winds coincided with an excursion beyond the 24-hour
standard.
1-9
-------
ARMCO STEEL
Middletown, Ohio
EPA Region V
2-1
-------
Hi Vol Monitoring Sites - Armco Steel Corporation, Middletown, Ohio
X #1
#3
X #4
#5
SAROAD H
36-4340-001-
H01
36-4340-002-
H01
36-4340-003-
HOl
36-4340-004-
HOl
36-4340-005-
AOS
36-4340-006-
A05
Site Name and Address
Middletown High School
Gerald G Baltimore Streets
Middletown, OH
Armco East Works
Highland St. C Lefferson Rd.
Middletown, OH
Middletown Verity School
Bonita & Johns Streets
Middletown, OH
Middletown CAM
Hook Field
1711 N. Verity Pkwy.
Middletown, OH
Wilson School
Middletown, OH
Armco Research Facility
Middletown, OH
Plant Location from Site
Bearing Distance
Boiler 02 157° 3. 1 km
BF ,/3 157° 3. 25 km
Coke ill 158° 3. 85 km
Coke 03 153° 4.1 km
Recycling 157° 3.5km
BOF 151° 3.75km
Open Hearths 151° 3. 3 km
Boiler #2 219° 0.65 km
BF #3 210° 0.75km
Coke #2 186° I. 2 km
Coke »3 167° 1.25 km
Recycling 199 0.85km
BOF 167° 0. 9 km
Open Hearths 186 0. 5 km
Boiler »2 251° 2. 95 km
o
BF »3 249 2.95 km
Coke *2 237° 3.05 km
Coke »3 232° 2.7 km
Recycling 245° 2.95 km
BOF 239 2. 55 km
o
Open Hearths 248 2. 55 km
Boiler #2 172° 4.85 km
BF #3 171° 5.0km
Coke #2 170° 5.6 km
Coke »3 166° 5. 7 km
Recycling 170 5.2km
BOF 166" 5. 35 km
o
Open Hearths, 168 4. 9 km
205° 3.4km
140° 2. 9 km
Elevation (in meters)
Above Ground MSL Plant
15* 216* 15*
3. 2 206 5
3. 5 209 8
3. 5 201 0
3.6 195 -2
3.6 195 -2
Site
Description
Rooftop
Center City
Rooftop
Industrial
Residential
Rooftop
Residential
Rooftop
Airport
Suburban
Residential
Center City
Commercial
Nearest Roadway
Name Direction/Distance (meters ) Volume
Verity Pkwy W 275 4-lane
(St. Routes 4 C 73) Moderate
to Heavy
Highland St. E ls 2-lane
Moderate
Lefferson Rd, S 8 2-lane :
dead ends
at plant
gate
Railroad SW 30 Heavy:
railroad
yard for
mill
BreielBlvd. SW 150 4-lane
Moderate
Main Runway NW 250 Light
Verity Pkwy. SSE 360 4-lane
moderate
Highview Rd. E Medium
duty
Unknown Unknown Unknown
(Continued)
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Hi Vol Monitoring Sites - Armco Steel Corporation, Middletown, Ohio
SAROAD (T
36-4340-007-
A05
36-4340-009-
A05
36-4340-010-
AOS
Site Name and Address
Yankee Road Gate
Middletown, OH
Coke Plant Gate
Middletown, OH
Replaces old Wilson
School site
Plant Location from Site
Bearing Distance
140° 1.21m,
20° 0.6 km
205° 3.4 km
Elevation (in meters)
Above Ground MSL Plant
3.6 195 -2
3.6 195 -2
3.6 195 -2
Site
Description
Suburban
Industrial
Suburban
Industrial
Suburban
Industrial
Nearest Roadway
Name Direction/Distance (meters ) Volume
Yankee Road Unknown Unknown
Unknown Unknown Unknown
Highview Road E Unknown
#7
#8
#9
ro
GO
Note: Middletown High School site was discontinued in 1975. The hi-vol sampler location was not accurately determined and elevations were estimated.
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Wind Data Representativeness
Station # Terrain Distance Rating
2, 3
II
H
U
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 in Methodology section,
TSP roses for Armco Steel, Middletown - Ohio,
for the period 1978-1980 for cases of u>0.85.
Each circle represents 50 ug/m^.
2-4
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Armco--Midd1etown, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
wsw
w
WNW
NW
NNW
Total
Monitoring i
#2
3
1
2
6
3
2
0
0
5
1
7
4
7
7
0
_5
53
>ite Numoers
#3
4
4
2
7
6
3
1
1
6
5
9
8
6
5
1
_^
71
2-5
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS
200
150
100
50
—
_
-
+
-H- +
++++ +*••
PRIPIftRY
AAA
S£ 5 Q^lPP •? *
J'TT'A1
1973
<"V\
Aft &AA&A
k •*
V 'A' 'j"o'
1974
•^^V^
^
*ttA^A A ,
4 A A^^*
V'^'^'A1
1975
+ + +
IAAAAA*AAAAA
I'T'VA'
1976
+
+
•+++
A- &^^&A
VTT'A1
1977
•+
+-K
+
«-++-
f
*AA
VTT'A1
1978
++
V
V
AA
k
1 1 1 1 1 1 III] 1
j ft j 6
1979
i"AMy 'A1
198«
LEGEND
SAROAD ID SITE ID
364344MS 2
36434M03 3
D 36434M«5 5
-------
TSP 18 DONTH RUNNING GEOMETRIC MEANS (UG/M«3> FOR ARflCO - HIDDLETOUN, OH
ro
I
s
p
u
G
n
x
X
3
caw
E00-
150-
100-
-
50-
0 —
PRIMARY
SKQMPm . .
j ft J 0
1973
J A J 0
1974
i 1 1 i i i i 1 1 i i
J A J 0
1975
1 1 i i i 1 1 1 T r t
J A J 0
1976
I1? T'TTTTTrTT
J A J 0
1977
i r i 1 1 i r i 1 1 T
J A J 0
1978
i 1 1 i i i i 1 1 i i
J A J 0
1979
1 1 1 M 1 1 i i i i
J A J 0
1980
LEGEND
SAROAD ID SITE ID
+ 364340006 6
A 364340007 7
O 364340009 8
-------
TSP IE MONTH RUNNING GEOMETRIC MEANS (UG/f1«3) FOR ARMCO - HIDDLETOUN, OH
ro
c»
CSB-
200-
l 150-
P
U
G
M
* 100-
3
-
-
50-
0 —
PRIMARY
S«QNJ>ARY
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
J A J 0
1977
J A J 0
1978
J A J 0
1979
J A J 0
198«
LEGEND
SAROAD ID SITE ID
-h 364349*19 9
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - MI3DLETOWN, OH
SAROAD STATION » 364340002 SITE ID » 0?
UNITS : MICROSRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READIN3S t
57
5°.
59
56
54
GEOMETRIC MEAN: 142.8 166.2 153.6 160.6 157.7 192.6 162.2 132.9 ******
GEOMETRIC S.D.: 1.5 1.5 1.6 1.6 1.7 1.7 1.8 1.6 ******
HIGHEST 3Y
LARSEN EXTRP:
443.7 532.0 642.7 535.1 760.5 923.1 948.9 553.8 ******
IST HIGHEST:
DATE :
366.0 450.0 416.0 631.0 537.0 707.0 475.0 301.0 ******
720714 730516 740710 750418 760506 770916 780414 790608 ******
2ND HIGHEST:
DATE :
333.0 351.0 355.0 433.0 469.D 483.0 434.0 294.0 ******
720614 730416 741014 751214 760224 771115 780601 790316 ******
# OF READTN3S
EXCEEDING 2SO
n OF READINGS
EXCEEDING 150
20
33
28
32
20
37
10
RAM3E
0- 65:
66-150:
131-135:
196-260:
261-325:
326-390:
391-455:
>455:
1
21
24
7
1
3
0
0
n
16
21
14
5
1
1
<]
3
21
1?
15
6
1
1
Q
0
18
20
7
5
0
2
1
2
20
14
13
4
1
2
2
0
17
9
IP
10
5
3
2
4
13
13
14
4
2
3
1
T
19
12
5
3
0
0
0
0
3
0
0
0
c
c
T
****** INDICATES MISSING OR INSUFFICIENT DATA
2-9
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - MI DDLETOUN» OH
SARDAD STATION 8 354343003 SITE ID « 03
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1975 1977 1978 1979 1980
» 0F READINGS
59
59
53
54
52
23
5$
GEOMETRIC MEAN: ****** 66.6 69.2 64.5 64.6 73.0 61.6 ****** 55.7
GEOMETRIC S.D.: ****** 1.5 1.5 1.5 1.6 1.6 1.6 ****** l.n
HIGHEST 3Y
LARSEM EXTR°: ****** 209.1 2?5.3 201.7 241.5 270.7 239.9 ****** 155.3
IST HIGHEST:
DATE :
****** 190.0 198.0 151.0 174.0 263.0 203.0 119.0 131.3
****** 730516 740710 751015 760611 770805 780911 790906 800509
2ND HIGHEST:
DATE :
****** 142.0 160.0 134.0 157.0 150.0 140.0 114.0 101.0
****** 730709 740920 ^50822 751015 773513 780601 790«07 800514
n OF READINGS
EXCEEDING 260
* 0" READINGS
EXCEEDING 150
RANGE
0- 55:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
n
0
0
0
0
0
3
28
30
•>
0
0
0
0
0
24
32
2
1
0
0
0
0
30
27
2
0
0
0
0
0
31
23
4
0
0
r>
0
0
25
27
1
0
1
0
0
0
27
22
2
1
0
0
0
0
11
12
0
3
0
0
0
0
37
18
1
C1
3
D
0
0
****** INITICATES PISSING OR INSUFFICIENT DATA
2-10
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - MIDDLETOUN, OH
SAROAD STATION ft 364340005 SITE ID # 05
UNITS : MICROSRA^S/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
8 O^ READINGS
30
GEOMETRIC WEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»D»: ****** ****** ****** ****** ****** ****** ****** ****** ****.**
HIGHEST 3Y
LARSEM EXTR=>:
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 109 • 0
****** ****** ****** ****** ****** ****** ****** ****** R005Q6
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 93»n
****** ****** ****** ****** ****** ****** ****** ****** BQ082:i
« OF READINGS
EXCEEDING 2SO
« Or READINGS
EXCEEDING 150
RANGE
0- 65:
66-130:
131-195:
2&1-325:
326-390:
391-455:
>455:
0
0
0
c
0
c
c
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
G
0
0
o
0
0
0
0
0
0
0
19
11
*
n
a
0
0
n
****** INDICATES MISSING OR INSUFFICIENT DATA
2-11
-------
oo
tD
O
O
I
H-»
ro
m « n «
X X
o o o o
I'l ~n 1 1 ~n
1*1 *~n
l_J >
&> o CD o
1-4 •— C
>-• i2 PO ^.
(Jl C> J^ CD
cj in o L/>
O CD
0 0
0 0
O 0
o o
0 0
o o
o co
o :o
O
^
— 1
I '1
..
^
*
if
*
4
if
*
4
*
4
*
*
4.
4
if
4
4.
»
»
4.
if
4
4
*
*
4
4
*
4
*
»
*
if
*
4
4
*
4
if
4
4
*
*
*
»
*
oo
o
o
-1
0
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y
O
X
1»4
CD
X
rTi
00
-H
• •
^
4
if
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if
*
if
»
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*
4
*
^
*
*
*
4
»
»
»
4.
4-
*
*
»
»
4
4
4
*
»
4
4
4
4
4
4
4
4
4
4
*•
»
4
»
4
»•*•
ro
rvj
•
o
a
i>
— i
in
• •
4
4
4
4
4
*
».
4
4
4
4
4
»
4
4
4
4
*
4
4
4
4
4
4
4
4
4
4
4
*
4
4
4
4
4
4
4
4
4
4
4
If
*.
*
4
4
JO
0
0
(Jl
o
u^
l—»
L/>
-1
J-
fc-H
CD
_L
1 '1
C/J
-1
• •
4
4
4
4
4
*
^
4
4
4
4
*
*.
4
4
4
4
4
4
4
»
4
4
*
»
4
4
4
4
»
4
4
4
4
4
4
4
4
4
4
4
4
4
*
*
*
1— •
(\J
l\l
•
_)
f-
j>
3O
oo
I'l
^:
ci
X
-l
70
•o
* *
4
4
4
4
4
4
^
4
4
4
4
4
4
4
4
4
4
4
*
*
4
4
4
4
+
4
4
4
4
4
4
4
4
4
4
*
4
4
4
4
4
*
»
4
»
*
»
4
4
4
4
»
3;
*—4
CD
JL
I'l
OO
-H
UJ
-<
4
4
*
4
4
*
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
VI)
^1
ro
vD
(M
vO
-C-
vU
(Jl
vD
00
vl)
—J
vU
(A -4
J> CO
a
00
•-H -I C
r> I-H 3
J3 o :s
o 2 j>
CD ^O
-O » -<
-5 oi ~n
oo cr> o
3 C^l
4 O ^O
(Ji O ^
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CO
I-H 3E
-H •-H
n o
a
•-• r~
u m
—i
Tt O
C
o Z.
o
I
-------
DATA SUMMARY FOR ARMCO - MIDDLETQWN, OH
SAROAD STATION ** 364340007 SITE ID « 07
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 I960
OF READINGS :
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»3»: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTR°:
****** ****** ****** ****** ***,
t*** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 173,0
****** ****** ****** ****** ****** ****** ****** ****** «3082(?
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** i67»n
****** ****** ****** ****** ****** ****** ****** ****** B00325
« OF READINGS
EXCEEDING 260
« OF READINGS
EXCEEDING 150
RAVGE
0- 65:
&6-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
0
0
0
0
0
0
0
n
u
0
0
0
0
3
0
n
0
0
0
0
0
0
0
a
n
0
0
0
0
0
0
0
0
0
D
0
0
0
0
0
0
0
15
35
7
0
0
D
-,
1
****** INDICATES BUSSING OR INSUFFICIENT DATA
2-13
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - MnDLETOUM* 04
SAROAD STATION « 364340009 SITE ID « 08
UNITS : MICR03RA*!S/M**3
1972 1973 1974 1975 197S 1977 1978 1979 1980
« OF READINGS
GEOMETRIC MEAM: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S«D«: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DAT: :
****** ****** ****** ****** ****** ****** ****** ****** 232«Q
****** ****** ****** ****** ****** ****** ****** ****** S01009
2ND HIGHEST:
DAT: :
****** ****** ****** ****** ****** ****** ****** ****** 189»Q
****** ****** ****** ****** ****** ****** ****** ****** R003P9
<* 0- READIN3S
EXCEEDING 250 :
« OF READINGS
EXCEEDING 150 :
11
RAMS:
o- <>5:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
n
T
0
0
0
0
c
0
0
0
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
0
0
Q
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
0
0
D
0
0
0
0
0
0
1?
27
It
1
0
0
1
f!
****** INDICATES MISSING OR INSUFFICIENT DATA
2-14
-------
YEAR
TSP DATA SJMMA^Y FOR ARMCO - MIDDLETOWN, OH
SAROAO STATION # 3643*0010 SITE ID « 09
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
# Oc READINGS :
57
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S.D.J ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 329*0
****** ****** ****** ****** ****** ****** ****** ****** 801009
2^JD HIGHEST: ****** ****** ****** ****** ****** ****** ****** ****** i??«3
DATE : ****** ****** ****** ****** ****** ****** ****** ****** B00506
» Op READINGS
EXCEEDING 2&[»
» OF 3EADIM3S
EXCEEDING 150
RANGE
0- 65:
&6-150:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
o
0
0
0
0
0
Q
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
36
2D
0
0
0
1
0
1
****** INDICATES MISSIPJG OR INSUFFICIENT DATA
2-15
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
t< ARMCO - MIDDLETOWN* OH
(All Gases > 260 ug/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD «
SITE ID n
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
UNU COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
364340002
2
W> = X
C
0.
0
0.
0
0.
0
0.
0
0.
1
270.
0
0.
0
0.
4
310.
19
403.
12
328.
5
329.
1
292.
1
274.
1
279.
0
0.
44
354.
W = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
263.
0
0.
0
0.
0
0.
0
0.
0
0.
1
263.
W=X W=X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
C.
0
0.
C
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
C.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
w=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
C
0.
0
0.
0
0.
0
0.
0
0.
0
p.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
C.
0
C.
0
0.
0
0.
u = X
0
0.
0
0.
0
0.
n
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
p
n.
u
-------
24-HR STANDARD EiXCEEDANCE ROSE FOP
AR.MCO - MIDDLETOWN, OH
(All Cases > 260 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSF OF PRIMARY EXCEEDANCES
SAROAD #
SITE ID «
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNU COUNT:
AVE TSP:
NW COUNT:
AVF TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
364340010
w> =
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9
X U
-------
24-HR STANDARD FXCEEOANCE ROSE! FC*
ARMCO - ^IDDLETOWN* OH
(All Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE: TSP OF SECONDARY EXCEEDANCFS
SAROAD n
SITE ID ft
DIRECTION
N COUNT:
AVE TSPt
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSF COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
su COUNT:
AVE TSP:
wsu COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
364340
9
u> = x
0
0.
0
0.
0
010
w
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
ARMCO - MIDDLETOWN* OH
(All Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD # 364340002 364340003 364340005 364340006 364340007 364340009
SITE ID #2 3 5 6 7 8
DIRECTION U>=X y = X W=X W=X W=X U=X W
-------
UPDATED AIR QUALITY EVALUATION - ARMCO STEEL, MIDDLETOWN, OHIO
Stations used in update:
Continued operation: #3
Mew stations: #5, #6, #7, #8, #9, (all 1980)
Discontinued stations: #1 (1975), #2 (1979)
Trends in geometric means:
Only stations #2 and #3 have a record of sufficient length to develop
systematic tendencies for the geometric mean. The 12-month running geo-
metric means for station #2 were consistently above primary standards
until the end of its operation in 1979. Typical values were on the order
of 150 yg/nr3, in late 1977. The Spearman rank correlation coefficient
for the entire period was near 0.10, indicating no trend. However, run-
ning geometric means were in steady decline for 1978 and 1979. Station #3
gave an oscillating record characterized by values consistently above
secondary standards and usually below primary. The Spearman rank correla-
tion coefficient for this station was -0.4 for the entire period indicating
a slight downward trend.
Attainment status:
Station #2 indicates primary standard nonattainment during 1978 and 1979.
Station #3, more distant from the major mill sources, indicates attainment
through the period.
Pollution roses:
Pollution roses for stations #2 and #3 are generally unchanged from the
previous analysis and tend to show elevated levels of TSP when the wind
blows persistently from production facilities to samplers.
Standard exceedance roses:
The standard exceedance rose for station #2 indicates that nearly all
exceedances (primary and secondary) occurred under steady winds whose
directions contain plant activities. A similar situation holds for sta-
tion #3. At the newer stations, exceedances were rarer. Station #2
registered only one exceedance of primary standards under variable
winds. Similarly, for excursions beyond secondary standards at the
newer stations, the majority came under variable winds.
2-20
-------
ARMCO STEEL
Ashland, Kentucky
Region IV
3-1
-------
Hi Vol Monitoring Sites - Armco Steel Corporation, Ashland, Kentucky
CO
ro
#1
X #2
X #3
X #4
X #5
SAROAD IT
36-3080-003-
H01
36-3080-004-
H01
36-3080-009-
P01
36-3080-005-
H01
36-3080-006-
H01
36-3080-007-
H01
36-3080-010-
H09
Site Name and Address
WIRO Radio Station
Box 299
Ironton, Ohio
Ironton Junior High School
302 Delaware Street
Ironton, Ohio
2827 South 10th Street *
Ironton, Ohio
Lawrence -Ironton Health
Center
2120 South 8th Street
Ironton, Ohio
Memorial Building *
403 Railroad Street
Iionton, Ohio
Lawrence County Hospital
2228 South 9th Street
Ironton, Ohio
Flint Location from Site
Bearing Distance
Sinter 181° 4. 1 km
#3 Boiler 173° 3. 9 km
BOF 170° 4. 7 km
Blast Furnaces 4. 2 km
178°
Sinter 154° 6. 1 km
*3 Boiler 147° 6. 2 km
BOF 148^ 7. 0 ton
Blast Furnaces 6. 3 km
151°
Sinter 226° 2. 1 km
#3 Boiler 220° 1.6km
BOF 195° 2. 1 km
Blast Furnaces 2. 0 km
220°
Sinter 205° 2. 2 km
#3 Boiler 191° L 8 km
BOF 179° 2. 5 km
Blast furnaces 2. 2 km
198°
Sinter 169° 4. 0 km
#3 Boiler 160° 3. 9 km
BOF 158° 4. 7 km
Blast Furnaces 4. 0 km
165°
Sinter 205° 2. 2 km
03 Boiler 191° L 8 km
BOF 179° 2. 5 km
Blast Furnaces 2. 2 km
198°
Elevation (m)
Above Ground MSL Plant
1 227 59
5 168 0
3 170 2
5 173 5
17 183 15
10 178 10
Site
Description
Ground level
Residential
Rooftop
Residential
Rooftop
Residential
Source oriented
to coke facility
Rooftop
Urban
Residential
Rooftop
Urban
Downtown
Rooftop
Urban
Residential
Nearest Roadway
Name Direction/Distance Volume
(m)
U.S. Rt. 52 SW 200 4-lane
moderate to
heavy
State Rt. 93 NW 75 4-lane
moderate
U.S. Rt. 52 NE 350 4-lane
moderate to
heavy
No major roadways
Semet-Solvey S 80O
(Ironton Coke)
8th St. NE 25 2-lane
light to
moderate
Railroad Street SE 10 light to
moderate
8th Street SW1 30 2-lane
light to
moderate
9th Street NE 60 2-lane
light to
moderate
(Continued)
Discontinued sites. Elevations and distances were estimated by Portsmouth City Health
District field personnel
X-- Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Hi Vol Monitoring Sites - Armco Steel Corporation, Ashland, Kentucky (Continued)
OO
CO
#7
#10
#11
#12
SAROAD 1
18-0080-003-
F01
18-0080-005-
F01
18-0080-006-
F01
18-0080-007-
F01
18-0080-008-
F01
18-1540-001-
F01
Site Name and Address
Human Resources Building
19th and Carter
Ashland, Kentucky
Water Treatment Plant
4051 Winchester
Ashland, Kentucky
Millseat School
1922 Hood Street
Ashland, Kentucky
Poage School
29th and Beech
Ashland, Kentucky
23rd and Lexington
Ashland, Kentucky
Bellefonte School
Bellefonte, Kentucky
Plant Location front Site
Beating Distance
Sinter 309° 4. 4 km
S3 Boiler 317° 4. 2 km
BOF 313° 3. 4 km
Blast Furnaces 4. 3 km
311°
Sinter 314° 7. 6 km
#3 Boiler 318° 7. 5 km
BOF 317° 6. 6 km
Blast Furnaces 7. 4 km
315°
Sinter O L 7 km
#3 Boiler 16° 2. 1 km
BOF 37° 1. 5 km
Blast Furnaces L 7 km
0
8
Sinter 341° 5. 6 km
#3 Boiler 347° 5. 7 km
BOF 350° 4. 8 km
Blast Furnaces 5. 5 km
344°
Sinter 314° 5. 1 km
#3 Boiler 321° 4. 9 km
BOF 319° 4. 0 km
Blast Furnaces 4. 0 km
o
316
Sinter 37° L 2 km
#3 Boiler 46° L 7 km
nnr 7*:° 1 7 1™
Elevation (m)
Above Ground MSL Plant
7. S 177 9
25 189 21
6 198 30
6 212 44
4. 5 180 12
4. 5 209 41
Site
Description
Rooftop
Urban
Residential
Commercial
Rooftop
Residential
Industrial
Rooftop
Residential
Rooftop
Residential
Rooftop
Urban
Residential
Commercial
Rooftop
Residential
Nearest Roadway
Name Direction/Distance Volume
(m)
I9th Street SE 20 2-lane light
Carter Ave. SW 15 2-lane
light to
moderate
Winchester Ave. E SO 4-lane
(Rt. 23 6 60) moderate
Semet Solvey NNE 500
Coke (AlliedJ
Railroad E 70 4-tracks
Hood Street SE 75 2-lane light'
29th Street SE 100 2-lane light
to. moderate
Lexington Ave. NNE 8 2-lane light
N
State Rt, 5 NW 100 2-lane light
to moderate
Blast Furnaces
46°
1. 3 km
(Continued)
-------
Hi Vol Monitoring Sites - Armco Steel Corporation, Ashland, Kentucky (Continued)
X #13
X #14
X #15
CO
I
-P.
#16
#18
#19
SAROAD »
36-3080-002-
P01
36-1380-001-
H02
36-3380-003-
H01
36-1380-002-
H02
18-0080-012-
F01
18-1540-003-
F02
Site Name and Address
Artlng Hotel l
202 Park Avenue
Ironton, Ohio
George's Electric Co. '
203 Marion Pike
Coal Grove, Ohio
Holiday Inn
U.S. Rt. 52
South Point, Ohio
Coal Grove Day Care
Center
300 Marion Pike
Coal Grove, Ohio
4 1st G Winchester
Fire Station
Ashland, Kentucky
Riverview Nursing Home
U.S. !23
Greenup County
Plant Location from Site
Bearing Distance
Sinter 168° 3. 7 km
#3 Boiler 158° 3. 6 km
BOF 157° 4. 5 km
Blast Furnaces 3. 8 km
164°
Sinter 276° 2. 2 km
#3 Boiler 287° 1. 7 km
BOF 258° 1. 3 km
Blast Furnaces 1. 9 km
275°
Sinter 308° 9. 4 km
#3 Boiler 311° 9. 2 km
BOF 310° 8. 4 km
Blast Furnaces 9. 2 km
309°
Sinter 271° 2. 4 km
#3 Boiler 279° L 8 km
BOF 251° 1. 5 km
Blast Furnaces 2. 1 km
270°
Sinter 315° 7.67km
#3 boiler
BOF 318° 6.66km
Blast Furnaces 7. 55 km
o
317
Sinter 157° 1. 72 km
*3 boiler
o
BOF 144 2. 58 km
Blast Furnaces 1. 94 km
o
153
Elevation (m)
Above Ground MSL Plant
25 191 23
4 176 8
S 176 8
4 177 9
6. 1 170 0
4-. 2 170 0
Site
Description
Rooftop
Urban
Downtown
Rooftop
Residential
Commercial
Rooftop
Residential
Rooftop
Residential
Rooftop
Rooftop
Nearest Roadway
Name Direction/Distance Volume
(m)
ParkAve. NW 10 light to
moderate
Rt. 243 NW 50 2- lane
moderate
Rt. 52 NE 100 4-lane
moderate to
heavy
U. S. Rt. 52 E 200 4-lane
moderate to
heavy
Rt. 243 SE 30 2-lane
moderate
Rt. 52 W & 75 4-lane
SW moderate to
heavy
Winchester 30 major
roadway
41st Street 60 side road
U.S. 123 30 well-
traveled
Discontinued site. Elevations and distances were estimated by Portsmouth City Health District field personnel.
George's Electric Company (SAROAD # 361380001H02) is a SO bubbler site. Coal Grove Day Care Center (SAROAD # 361380002H02)
is a hi-vol site. Hi-vol data filed under 361380001 is for 361380002.
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
CO
I
en
Wind Data Representativeness
Station # Terrain Distance Rating
8
II
7, 10
II
1, 6, 9, 16 II
N.B. See Table 5 in Methodology section.
Huntmgton
TriState
Airport - 20 km
E-VG
E
VG-G
TSP roses for Armco Steel, Ashland, Kentucky,
for the period 1978-1980 for cases of w>0.90
Each circle represents 50
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Armco—Ashland, KY
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
#1
1
1
1
3
3
4
3
3
2
7
1
3
7
2
2
_2
46
M
#6
12
3
3
9
11
15
16
7
9
21
19
11
21
7
10
5
179
lomton
#7
1
0
1
2
3
4
2
2
2
8
1
2
6
2
2
J^
39
ng i>i te
#8
1
1
1
2
1
1
0
1
1
6
0
1
6
2
1
_2
27
; Numoer
#9
1
1
1
3
3
3
2
1
0
7
0
2
5
2
1
J^
35
'S
#10
1
0
1
1
2
4
3
2
0
6
1
2
6
2
2
_3^
36
#16
1
1
0
3
3
4
3
3
2
8
1
3
7
2
2
_3
46
3-6
-------
GO
TSP IS MONTH RUNNING GEOMETRIC MEANS FOR ARMCO - ASHLAND, KY
350-
a00-
s 15e —
P
U
G
n
*
* 100-
3
50 —
PRIMARY
°a
1973
1974
0
°<>
.»:• •
1975
1976
1977
1978
i'T'VT
1979
LEGEND
SAROAD ID SITE ID
•f 363080003 1
3630890It 6
O 180080003 7
1988
-------
TSP 12 MONTH RUNNING GEOMETRIC WEANS (UG/PI»*3) FOR ARflCO - ASHLAND. KV
CO
I
00
ese —
1 150-
p
u
G
n
* 100-
3
;
50-
0-
PRIPWRY
• ••
SfCQMpftRV . .
DO°° AAAA
111 I 1 1 1 1 1 1 1
J A J 0
1973
.«"**<%.
&£ -^AA^- -AAA
1 ! 1 1 1 1 1 1 1 1 I
J A J 0
1974
**•+
^-N-^+rj^;
l_,Q OQ OQn
'D "OO-.O
J A J 0
1975
^-++
***'"* ^
o oooo
J A J 0
1976
++*+++++
,A*A"X
J A J 0
1977
% /'
A
J A J 0
1978
*^\
AAA ^
QO
°o
J A J 0
1979
*\ AA**
°°oo0
J A J 0
1980
LEGEND
SAROAD ID SITE ID
-I- 180080005 8
A 180080006 9
0 180080007 10
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS 0o°o
a
++ "a
a
a*
A A
1 1 1 1 1 I 1 1 1 1 1
J A J 0
1979
_ gO
1 1 1 1 1 1 1 1 1 1 1
J A J 0
198*
4-
o
LEGEND
SAROAD ID SITE ID
180080008 11
181540001 IS
361380001 16
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/I1XX3> TOR ARMCO - ASHLAND. KY
GO
I
T
S
P
u
G
M
X
£50 —
200-
150-
100-
-
50-
PR I MR V
OC^rtfJI^ AQV
t V VVfj *
J A J 0
1973
I 1 1 M M 1 1 1 1
J A J 0
1974
i 1 1 i i i i i i i l
J A J 0
1975
1 1 1 1 1 M 1 1 1 1
J A J 0
1976
i i i i 1 1 i i i 1 1
J A J 0
1977
J A J 0
1978
J A J 0
1979
J ft J 0
1989
LEGEND
SAROAD ID SITE ID
181540003 19
180080013 18
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - ASHLAND* KY
SAROAD STATION « 363080003 SITE ID S 01
UNITS : MICPOGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1990
» Oc READINGS
58
53
59
61
60
5"?
5°,
GEOMETRIC MEAN: ****** 68.5 69.2 68.2 73.3 75.4 67.7 60.4 63.2
GEOMETRIC S.D.: ****** 1.6 1.5 1.6 1.8 1.7 1.7 1.5 i.^
HIGHEST 3Y
LARSEN EXTRP: ****** 252.4 2C0.1 276.6 395.9 343.1 336.7 246.1 187.?
IST HIGHEST:
DATE :
****** 170.0 210.0 293.0 438.0 2QO.O 360.0 2D5.0 137.3
****** 73111? 741207 750124 761102 771022 781110 790220 800110
2ND HIGHEST;
DATE :
****** 155.0 147.0 175.0 322.0 198.0 231.0 175.0 119.0
****** 730416 740728 751214 761114 770308 780201 790322 300215
« Or READINGS
EXCEEDING 26H
n OF READINGS
EXCEEDING 150
RANGE
0- 65:
66-130:
131-195:
196-250:
261-3?5:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
30
25
f,
0
0
0
0
0
25
30
2
1
0
0
0
0
28
20
4
0
1
0
0
0
29
23
4
1
1
0
1
0
25
25
R
2
0
0
0
0
?8
25
4
2
0
1
0
0
34
21
2
1
0
0
0
0
31
26
1
0
3
1
0
D
****** INDICATES MISSING OR INSUFFICIENT DATA
3-11
-------
TSP DATA SUMMARY FOR ARMCO - ASHLAND* KY
SAROAO STATION » 36308Q010 SITE ID « 06
UNIT? : MJCROGRAMS/M**3
YEAR 1972 1973 197* 1975 1976 1977 1978 1979 1980
t» OF READINGS : 0 0 0 19? 25* 2*8 268 ?*6 2*1
GEOMETRIC MEAN: ****** ****** ****** 110.5 104.2 96.o 97.5 53.* 59.2
GEOMETRIC S«3»: ****************** 1.7 1.8 1.8 1.8 1.7 1.7
HIGHEST 3Y
LARSEM EXTR°: ****** ****** ****** 537.9 616.7 570.1 538.1 270.7 285.3
IST HIGHEST: ****** ****** ****** 502.0 *os.o 368.9 570.0 239.0 582.1
DATE : ****** ****** ****** 75102S 761117 770209 791106 790221 80111*
2ND HIGHEST: ****** ****** ****** 3*0.0 38*.c 3*8.0 *2i.o 195.0 201.3
DATE : ****** ****** ****** 751120 760*15 770203 781010 791122 B005QS
» 0^ READIM3B
EXCEEDING 260 : C 0 0 12 2* 13 1* 3 1
n OF READINGS
EXCEEDING 150 : 0 0 0 58 71 65 55 1* 5
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-*55:
>*55:
0
n
•i
Q
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
n
0
0
0
0
33
89
*2
17
8
3
0
1
62
108
*1
19
1*
9
1
0
68
99
52
16
9
»
0
0
5*
1*2
39
19
f,
6
1
1
157
5*
2*
1
n
0
0
0
13 '4
97
8
1
0
'
0
1
****** INDICATES MISSIN3 OR INSUFFICIENT DATA
3-12
-------
YEAR
TSD DATA SUGARY FOR AR«CO - ASHLAND* KY
SAROAD STATION! * IBQQZQQQ3 SITE ID » 07
UNITS : MICROGRAMS^M**3
1972 1973 1974 1975 1976 1977 1978 !1979 1980
# Op READINGS
58
36
5?
GEOMETRIC MEAN: 104.2 82.6 88,3 86.0 83.4 87.3 ****** 80.9 84.5
GEOMETRIC S.3.: 1.6 1.7 1,7 1.7 1.9 1.9 ****** 1.7 1.5
HIGHEST BY
LARSEN EXTRP:
450.0 418.2 42*5,3 425.fi 522.3 567.3 ****** 359.3 302.7
IST HIGHEST: 350.0 208.0 254.0 350.0 434.0 ?73.o 553.0 347.0 202.0
DATE : 721229 731025 740728 750124 761102 770823 781104 790322 800115
2ND HIGHEST: 345.0 185.0 234.0 265,0 379.0 251.0 389.0 259.0 202.0
DATE : 720103 730116 741207 750903 761114 770904 780607 790220 *00215
n OP READINGS
EXCEEDING 253 :
n OP READINGS
EXCEEDINS 150 :
12
10
12
RA^SE
0- 55:
66-130:
131-195:
196-250:
261-325:
3?6-390:
391-455:
>455:
7
34
1?
3
0
2
0
0
IB
27
10
1
0
0
0
0
18
27
13
3
0
0
0
n
19
29
8
2
1 .
1
0
0
24
22
11
2
0
1
1
0
15
15
10
4
0
1
0
0
14
17
2
1
0
1
0
1
20
24
5
2
0
1
0
0
16
33
5
2
T
3
1
0
****** INDICATES MISSING OR INSUFFICIENT DATA
3-13
-------
TSP DATA SUMMARY FOR AR«CP - ASHLAMD, 455:
13
25
14
6
0
1
&
0
IB
25
11
0
0
0
0
0
21
31
7
0
0
0
0
0
?6
?5
B
0
0
0
0
0
16
?5
9
5
1
0
0
0
16
15
10
4
0
0
0
0
21
19
10
4
2
0
1
1
16
24
5
9
0
1
0
0
r»
n
j
n
o
•>
n
3
^
i
****** INDICATES MISSING OR INSUFFICIENT DATA
3-14
-------
YEAR
DATA SUMMARY ^OR ARMCO - ASHLAND* KY
SARTAQ STATION # 180080006 SITE ID # 09
UMTS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
# OF READINGS
53
61
57
44
GEOMETRIC MEAN: ****** 56.4 58.7 69.4 64.9 ****** 6^.3 57.5 59.3
GEOMETRIC S.D.: ****** 1.6 1.8 1.8 1.7
1.9 1.7
HIGHEST 3Y
LARSEM EXTRP:
****** 233.4 330.0 422.8 314.6 ****** 441.1 3*5.1 313.7
IST HIGHEST:
DATE :
221.0 157.0 166.0 222.0 147.0 151.0 338.0 209.0 288.0
720103 730209 741008 750629 750903 770419 781104 790225 800905
2MD HIGHEST:
DATE :
136.0 147.0 163.0 201.0 143.0 150.0 315.0 20S.O 137.0
720427 730323 740716 750717 751214 770302 781110 799*21 800215
» OP READINGS
EXCEEDIN3 250 :
» OF READINGS
EXCEEDING 150 :
RANGE
0- 55:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
12
15
1
1
0
0
0
0
33
18
•>
0
0
0
0
0
37
18
S
0
0
0
0
0
?4
24
7
2
0
0
0
0
24
25
5
0
0
0
0
0
25
16
2
0
n
0
0
0
22
20
1
1
1
1
0
0
22
17
3
2
0
0
0
0
24
22
I
0
1
D
0
n
****** INDICATES MISSING OR INSUFFICIENT DATA
3-15
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - ASHLAND* KY
SAROAD STATION « 180080007 SITE ID « 10
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS
38
57
32
33
54
GEOMETRI
53.4 ****** 52.15 49.7 54.6 ****** ******
49.1
GEOMETRIC S.D.:
1.7 1.6 1.6 ****** ****** l.R
HIGHEST 3Y
LARSEN EXTR=:
202.2 ****** 234.1 206.7 207.4 ****** ****** 246.4 169.9
IST HIGHEST: 135.0 127.0 254.0 149.0 121.0 247.0 186.0 251.0 127.0
DATE : 721229 73G323 74121? 750506 7g,c^04 770823 781017 790226 «00503
2ND HIGHEST:
DATE :
11°.3 117.0 llf>.0 115.0 117.0 147.0 127.0 135.0 122.0
720304 730209 7*0723 750217 761015 770904 730219 79031S BOO&02
« OF READINGS
EXCEEDING 260
» 0? READINGS
EXCEED I MS 151
P A \n E
o- 65:
66-130:
131-195:
196-2SO:
261-325:
326-390:
391-455:
>455:
40
22
1
0
0
c
0
0
24
14
n
0
0
0
0
0
3R
19
0
1
0
0
0
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39
19
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0
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0
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3
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****** INDICATES HISSING OR INSUFFICIENT DATA
3-16
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - ASHLAND* KY
SAROAD STATION * 180080008 SITE ID » 11
UNITS : MICROGRAMS/M**3
197? 1973 1974 1975 1976 1977 1978 1979 1980
# OF READIN3S
44
54
59
61
50
50
GEOMETRIC MEAN: 92.1 96.1 82.9 76.7 82.6 90.4 92.6 ****** ******
GEOMETRIC S.D.t 1.5 1.4 1.6 1.6 1.7 1.8 1.7 ****** ******
HIGHEST 3Y
LARSEN EXTRP:
295.1 268.2 305.2 314.8 412.4 488.1 458.8 ****** ******
IST HIGHEST:
DATE :
300.0 282.0 2P1.0 280.0 372.0 355.0 472.0 ****** ******
721229 730203 740728 750124 761102 770823 781110 ****** ******
2MD HIGHEST:
DATE :
198.0 177.0 185.0 253.0 325.0 253.0 284.0 ****** ******
720608 730522 740210 750106 761114 770218 781011 ****** ******
« Oc READINGS
EXCEEDING 260 :
« Or READINGS
EXCEEDING 150 :
10
10
RAMGE
o- ss:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
9
28
5
1
1
Q
0
0
8
36
9
0
1
0
0
0
18
31
9
1
0
0
0
0
23
28
7
1
1
0
0
0
20
26
12
1
1
1
0
0
21
15
8
5
0
1
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14
22
11
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0
0
0
0
0
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0
0
•5
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">
3
n
1
n
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****** INDICATES MISSING OR INSUFFICIENT DATA
3-17
-------
YEAR
TSP DATA SUMMARY FOR ARWCO - ASHLAMD» 455:
34
20
1
1
0
0
0
0
33
11
1
0
0
0
0
3
33
21
2
0
0
0
0
0
35
?2
1
0
0
0
0
0
30
19
1
0
0
0
o
0
23
14
5
0
0
0
0
0
25
19
2
0
1
0
0
0
0
0
0
0
0
0
0
n
0
T
0
D
r>
0
0
n
****** INDICATES MISSING OR INSUFFICIENT DATA
3-18
-------
6i-e
ViWQ INGIOIddflSM aO 9NISSIH S3J.V3IGNI ******
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91
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0
0
0
0
0
0
0
0
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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-------
TSD DATA SUMMARY FOR ARMCO - ASHLAND, KY
SAROAO STATION tt 180080012 SIT" ID « 18
UNITS : MICR33
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
n 0" READIES : 00000006 29
3E01ETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»D»: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LAR3EM EXTRp: ****** ****** ****** ****** ****** ****** ****** ****** ******
1ST HIGHEST! ****** ****** ****** ****** ****** ****** ****** 1 5 •? • 0 ? 6 5 • 3
DATE ' ****** ****** ****** ****** ****** ****** ****** 791229 B9011S
?MD HIGHEST: ****** ****** ****** ****** ****** ****** ****** 98«0 249»0
DATE ! ****** ****** ****** ****** ****** ****** ****** 791211 B30110
* Or READINGS
EXCEEDING 2 S3 ! 0 0 0 0 0 0 0 0 1
» OF READINGS
EXCEEDIM3 150! 0 0 0 0 0 0 0 1 4
RANGE
o- &s:
^6-130:
131-195:
19&-2-,n:
2&1-325:
326-390:
391-455:
>455:
0
3
u
0
n
D
n
0
0
0
n
0
Cl
Q
a
0
0
0
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
o
0
0
a
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
2
3
1
0
0
0
a
0
7
1<
?
3
1
r>
r,
n
****** INDICATES HISSING OP IMSU^F1CIFMT DATA
3-20
-------
TSP DATA SUMMARY FOR ARMCO - ASHLANDt KY
SAR3AD STATION » 181540003 SITE ID ft 19
UMITS t MICR03RA*S/M**5
YEAR
1972 1973 1974 1975 1976 1977 1978 1979 1980
» OF RE4DIN3S
44
GEOMETRIC MEAN! ****** ****** ****** ****** ****** ****** ****** 79.5 101*5
GEOMETRIC S.D.:
******
****** ****** ****** ****** 1.7
HIGHEST 3Y
LARSEM EXTR°:
****** ****** ****** ****** ****** ****** ****** 3SQ.5 443*7
IST HIGHEST:
DATE t
****** ****** ****** ****** ****** ****** ****** 335*0 259*0
****** ****** ****** ****** ****** ****** ****** 790220 P00122
2MD HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 255*0 215*0
****** ****** ****** ****** ****** ****** ****** 790322 BOQ31S
# OF READINGS
EXCEEDING 260
« OF READINGS
EXCEEDIMS 153
RANGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
0
0
0
22
22
7
?
0
1
0
0
7
25
7
T
0
0
0
I1)
****** INDICATES MISSIVG OR INSUFFICIENT DATA
3-21
-------
24-HR STANDARD EXCTEDANCF POSE FOR
AR^CO - ASHLAND* KY
(All Cases > 260 ug/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAO n
SITE 10 »
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVF TSP:
u COUNT:
AVE TSP:
UNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
363080003
1
u> = x
0
0.
o
0.
n
0.
n
0.
0
c.
1
360.
0
0.
0
0.
1
293.
0
0.
0
0.
c
0.
0
G.
0
0.
0
0.
0
0.
p
327.
w = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
350.
1
385.
0
0.
0
0.
o
0.
0
c.
0
0.
0
0.
2
37C.
W = X
0
0.
0
0.
0
0.
o
0.
0
0.
1
359.
0
0.
p
0.
0
0.
0
0.
o
0.
0
0.
0
0.
0
0.
o
0.
c
0.
1
X99.
u = X
0
0.
C
0.
0
0.
0
0.
0
0.
1
315.
D
0.
0
0.
0
0.
0
0.
0
0.
c
p.
0
0.
n
n.
c
0.
0
0.
i
315.
W = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
0
n.
l
261.
1
2f !. .
U
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
ARMCO - ASHLAND* KY
(All Cases > 260 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD «
SITE ID #
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsu COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WMW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
180080008
11
u> = x
0
0.
0
0.
0
0.
0
0.
0
0.
1
472.
0
0.
1
284.
1
2fiO.
C
0.
0
C.
1
2fi2.
0
0.
0
0.
0
0.
0
0.
4
330.
W=x
0
0.
0
0.
0
0.
0
0.
0
0.
1
293.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
293.
361380001
16
W = X
0
0.
0
0.
0
0.
0
0.
0
0.
1
591.
0
0.
C
0.
0
0.
1
263.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
2
427.
U=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
181540003
19
w=x
0
0.
0
0.
0
0.
0
0.
0
0.
C
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
C.
0
0.
0
0.
0
0.
0
0.
w=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
VKX
0
0.
0
0.
0
0.
1
265.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
C.
0
0.
0
0.
C
0.
1
265.
3-23
-------
24-HR STANDARD FXCEEHANCE ROSE FOR
AR^CO - ASHLAND» KY
(All Gases > 150 ug/m3 for 1972-1980)
x=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
•SAROAD «
SITE ID «
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NF COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVF TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVF TSP:
UNW COUNT:
AVF TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
363080003
W> = X
0
p.
0
0.
0
0.
0
0.
o
c.
1
360.
1
210.
1
155.
1
293.
2
174.
C
n.
n
0.
0
0.
0
0.
0
c.
o
c.
6
228.
U = X
?
212.
0
0.
0
0.
0
0.
1
191.
2
217.
1
249.
1
308.
5
183.
7
196.
21
196.
7
233.
4
179.
1
189.
1
182.
P
0.
53
?02.
U = X
0
0.
0
0.
0
0.
1
168.
0
0.
1
170.
1
234.
0
0.
2
268.
1
389.
0
0.
1
159.
Q
0.
0
0.
P
0.
c
0.
7
236.
W = X
0
0.
0
0.
1
164.
1
225.
1
179.
1
399.
0
0.
1
175.
1
195.
1
197.
0
0.
0
0.
0
0.
0
0.
0
0.
1
151.
8
211.
U = x
0
0.
0
0.
0
p.
0
0.
0
0.
1
315.
1
159.
0
0.
Q
0.
0
0.
0
0.
0
0.
0
0.
o
0.
0
0.
1
209.
3
228.
g = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
p.
0
0.
0
p.
0
p.
P
p.
0
0.
0
0.
0
0.
1
261.
1
261.
U
-------
24-HR STANDARD FXCEEDANCF ROSE FOR
ARMCO - ASHLAND, KY
(All Cases > 150 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD « 180080008 181540001 361380001 180080010 181540003 180080012
SITE ID » 11 12 16 17 19 18
DIRECTION W>=X W=X W=X W=X U=X U=X W
-------
UPDATED AIR QUALITY EVALUATION - ARMCO STEEL, ASHLAND, KENTUCKY
Stations used in update:
Continued operation: #1, #6, #7, #8, #9, #10, #12, #16
New stations: #18, #19 (both 1979)
Discontinued stations: #8, #11, #12 (all 1979)
Trends in geometric means:
Recent 12-month running geometric means show no clear cut interrelation-
ships. The data from each station can be characterized as cyclic. However,
there is very little sustained phasing of cycles between stations. One
anomalous structure of the trend graphs is the rapid decline of values for
station #6 to sustained lower values starting in 1979.
Station #6 displayed a strong overall negative trend (Spearman correlation
coefficient of -0.94). The remainder of the stations nearest the Armco
facility displayed a moderately negative overall trend (Spearman correla-
tion coefficient near -0.5). An exception to this was the slight positive
trend computed for station #9 (Spearman correlation coefficient of +0.41).
However, there is a substantial gap in the 1977-78 portion of the data
for this station.
Attainment status:
Of the stations nearest the Armco facility (#6, #7, #9, #16), none were
in attainment of primary TSP standards during the period 1978-1980. For
the remainder of the network, stations #1 and #10 were in attainment.
Both of these sites are generally removed from industrial sources.
Pollution and standard exceedance roses:
Because this area is characterized by complex terrain, and because the
nearest available wind data (Huntington Tri-State Airport) is 20 km away
and on higher ground, inferences regarding pollutant transport cannot be
made with acceptable reliability. Therefore, roses constructed with this
data should be treated with caution.
Under very light regional winds, the entire network frequently records
extremely high values. In 1978 and 1979, annual extremes (highest,
second highest) occurred simultaneously at four or more stations twice
each year. This reflects both the diversity of industrial sources and
the confining nature of the terrain.
3-26
-------
ARMCO STEEL
Houston, Texas
EPA Region VI
4-1
-------
Armco Steel - Houston, Texas
SAROAD H
451370001
452330006
452560017
452560028
4S2560034
454O60002
4S256001S
Site Name and Address
Deer Park
13th and Center Streets
Channelvlew
828 Sheldon Road
Houston 01 7
1 2550 C Union Federal
Addams Terminal
Cams#l*
1224 Mae Drive
Pasadena
208 W. Shaw
Houston #15*
12759 Market Street
Plant Location from Site
Bearing Distance
312 8. 8km
238 8. 1km
046 2. 7km
344 3. 8km
127 3. 3km
024 4. 6km
145 1.8km
Elevation
Above Ground MSL Plant
1 8 0.5
8 20 12
1 70
6 IS 7
4 12 5
10 17 10
1 15 8
Site
Description
Ground level
Roof mount
Ground level
Roof mount
Roof mount
Roof mount
Ground level
Nearest Roadway
Name Direction/Distance Volume
Center Street E 30 Moderate
13th Street N 5 Light
Sheldon Road W 45 Moderate
Federal Road E 45 Heavy
Clinton Road S 45 Heavy
(unnamed) paved N 18 Moderate
Mae Drive E 10 Light
1-10 N 100 Heavy
W. Shaw Ave. W 10 Moderate
unpaved drive E 12 Moderate
(dirt/ crushed shell)
#1
X #2
#3
#4
#5
#6
#7
NOTE- All ground based TSP monitors are sited in violation of guidelines by virtue of being too close to the surface; all sites (ground level as well as roof mounted) have
adequate separation from obstruction. The Houston #15 site was located very close to an unpaved road prior to January 1978. It is now atop a 1 story building within the
same compound: any data from this site for the study period must be viewed with care. Wind speed and direction are measured at the CAMS #1 site; the record starts in
April of 1973.
The CAMS #1 and HOUSTON #15 sites are most likely to see consistent downwind impact from Armco Steel. The most frequent persisting minds would transport
material from the steel mill to these sites.
* Critical
-------
co
50Q m
Armco Steel - Houston Works
-------
Wind Data Representativeness
\
k •
Houston
Airport - 19 km
Station # Terrain
4 I
3,5,6 I
1 I
N.B. See Table 5 in
Distance Rating
A E
D E
E E-VG
Methodology sectii
ARMCO STEEL
N
TSP roses for Armco Steel, Houston, Texas,
for the period 1978-1980 for cases of u> >0.85.
Each circle represents 50 yg/m^.
5 km
-------
\
Houston International
Airport - 19 km
TSP roses for Armco Steel, Houston, Texas,
for the period'1978-1980 for cases of u> >0.85.
Each circle represents 50 tig/m3.
N
0 1 2 34 5 km
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Armco--Houston, TX
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
wsw
w
WNW
NW
NNW
Total
MOl
#1
6
5
2
2
2
2
2
0
4
7
4
2
0
1
2
_9
50
n tonne
#3
6
4
3
2
2
2
1
1
5
7
4
1
0
1
2
_7_
48
) Site f
#4
5
3
3
2
1
1
1
0
5
4
4
2
0
1
3
_7_
42
Jumbers
#5
5
4
3
2
2
2
2
0
4
3
3
2
0
1
3
_8
44
#6
6
3
3
2
2
2
1
0
3
7
5
2
0
1
2
_8
47
4-6
-------
TSP IS MONTH RUNNING GEOMETRIC HEANS (UG/H«3> FOR ARfICO - HOUSTON, TX
esw —
200 —
s 150 —
P
U
G
n
*
X 100 —
3
-
—
50 —
PRIPtftRV 6*ft
Dp|^
m"o'
1973
l<£*o&AAA
.+*.+?**
1974
+.
o
1975
.++ A^'*AA
'-.^^
1976
'4$&rtA&A*
oa°oon ODOO
r'A11}11^1
1977
A A
'o^DoOo^
J A J 0
1978
AAA^A°*A
**<++.^
1979
*2I2S2*S*
H-+++++*+-hf+.
1986
LEGEND
SAROAD ID SITE ID
•+- 451370601 1
& 452560017 3
D 452560028 4
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS A ^^^^
O
)
0 +.
. A A* A^^
iA A™^^^
_(_+•»•! (-t-«-
>AAAAA4AAAAA^
,A + +
+&*+ **«AA
LEGEND
SAROAD ID SITE ID
+ 45256003-4 5
A 454060002 6
O 452560015 7
AJOJAJOJAJOJAJ
1973 1974 1975 1976 1977
JAJOJAJOJAJO
1978 1979 1980
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - HOUSTON, TX
SAROAD STATION * 451370001 SITE ID # 01
UNITS I MICROGRAMS/M**?
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS t
51
4P
53
57
53
GEOMETRIC MEAN: 53.ft £6.2 ****** 78.6 73.3 73.7 73.5 &7.1 67.0
GEOMETRIC S.D.: 1.9 1.6 ****** 1.5 1.4 1.8 1.4 1.4 1.5
HIGHEST 3Y
LARSENI EXTPP:
400.5 275.2 ****** 253.1 211.2 407.1 188.5 197.3 217.
IST HIGHEST:
DATE :
135.0 325.0 158.0 230.0 248.0 1259.0 174.0 131.0 174.0
720608 730528 740405 750729 760218 770224 780315 791012 R00801
2ND HIGHEST:
DATE :
130.0 152.0 15P.O 153.0 141.0 337.0 118.0 1?S.O 148.0
720316 73C510 740511 750325 761208 771221 780414 791030 800203
« OP READINGS
EXCEEDIM3
n OF READINGS
EXCEEDING 150 :
RANG"
o- 55:
56-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
33
26
1
0
0
0
0
0
23
24
3
0
1
0
0
0
8
12
3
0
0
0
0
0
15
25
4
1
0
0
0
0
23
26
1
1
0
0
0
0
22
22
2
0
0
1
0
1
16
36
1
0
0
0
0
0
25
31
1
0
0
0
0
0
20
IT
3
0
0
0
0
a
****** INDICATES MISSING OR INSUFFICIENT DATA
4-9
-------
TSP DATA SJMMA3Y FOR ARMCO - HOUSTON* TX
SARDAD STATION « 452560017 SITE ID « 03
UNITS : M
YEAR
1972 1973 1974 1975 1976 1977 1978 1979 1980
READINGS
25
48
55
56
51
GEOMETRIC MEAN: ****** 82.5 ****** 89.9 78.9 81.5 76.5 90.0 95.1
GEOMETRIC S.D.: ****** 1.6 ****** 1.5 1.5 j.g 105 1>5 1>7
HIGHEST 3Y
LARSEM EXTRP:
****** *?4.8 ****** 30?.7 264.4 449.5 266.7 311.9 466.4
IST HIGHEST:
DATE :
****** 269.r) 171.0 171.P ?39.9 1346.0 164.0 169.0 609.n
****** 730528 740505 751003 760218 770224 780315 790924 80100^
HIGHEST:
DATE :
****** 148.0 151.0 155.0 161.0 236.0 164.0 15S.O 554.0
****** 730104 740628 750325 760107 771221 781017 790115 900825
n Or READINGS
EXCEEDING 260 :
« 3C READINGS
EXCEEDING 150 :
RANGE
0- 55:
66-130:
131-195:
195-250:
261-325:
3?6-390:
391-455:
>455:
0
0
G
0
0
0
3
0
17
34
7
0
1
0
0
0
8
14
3
0
0
0
0
0
9
31
Q
0
0
0
0
0
12
32
T
j
1
0
0
0
0
17
31
4
2
0
0
0
1
22
27
7
0
0
0
0
0
16
30
9
0
0
0
0
0
12
3?
3
1
1
0
0
?
****** INDICATES MISSING OR INSUFFICIENT DATA
4-10
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - HOUSTON* TX
SAROAD STATION » 452560028 SITE ID « 04
UNITS ! MICR03RAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
* Or READINGS
53
28
54
58
43
56
50
GEOMETRIC MEAN: ****** 79.1 ****** SS.4 64.9 66.5 70.4 39.1 75.5
GEOMETRIC S.D.t ****** 1.6 ****** 1.6 1.4 1.6 1.5 1.5 1.5
HISHEST BY
LARSENJ EXTR?:
****** 333.2 ****** 262.8 188.4 261.1 233.2 315.3 233.2
IST HIGHEST:
DATE :
****** 325.0 210.0 333.0 229.0 354.0 272.0 205.0 255.0
****** 730528 740210 750223 760218 770107 780719 791105 80012",
2ND HIGHEST:
DATE :
****** 25^.0 180.0 216.0 149.0 281.0 ?03.0 199.0 164.0
****** 730510 740405 750112 760131 771221 780818 791030 800323
n OF READINGS
EXCEEDING 260 :
« OF READINGS
EXCEEDING 150 :
RANGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
n
0
0
17
30
3
2
1
0
0
0
13
12
2
1
0
0
0
0
30
22
0
1
0
1
0
0
34
21
2
1
0
0
0
0
22
17
2
r
i
i
0
0
20
33
1
1
1
0
0
0
9
22
4
3
0
0
0
0
17
31
1
I
0
a
0
!)
****** INDICATES MISSING OR INSUFFICIFNT DATA
4-11
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - HOUSTON* TX
SARDAD STATION « 452560034 SITE 10 * 05
UNITS : MICROSRAMS/M**3
197? 1973 1974 1975 1976 1977 1978 1979 1980
Oc READIES
27
31
58 112
57
31
44
GEOMETRIC 1EAM: ****** ****** ****** ****** 90.3 90.8 95.7 ****** 86.9
GEOMETRIC S.D.: ****** ****** ****** ******
1.5 1.5 ****** 1.5
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ****** ****** 236.4 296.4 317.6 ****** 264.1
IST HIGHEST:
DATE :
****** 310.0 172.3 204.0 198.3 842.0 206.0 1SS.O 152.0
****** 73052B 740129 751202 760218 770224 780414 790427 800322
2ND HIGHEST
DATE :
****** 158.0 151.0 135.0 162.0 297.0 202.0 159.0 152.0
****** 731112 740417 751114 76081C 771221 781C17 790409 «01111
8 OF READINGS
EXCEEDIMS 260
n Oc READINGS
EXCEEDING 150
RAMCE
0- 65:
66-130:
131-195:
195-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
rt
0
3
20
3
0
1
0
0
0
11
17
3
0
0
0
0
0
8
25
2
1
n
0
0
0
9
42
6
1
0
0
0
0
18
83
ft
1
1
0
0
1
12
31
12
2
0
0
0
0
9
18
4
0
0
0
0
0
8
32
4
!)
i
n
•D
n
****** IMDICATES MISSIVG OR IMSU^FICIFNT DATA
4-12
-------
YEAR
TSP DATA SUMMARY FOR ARMCO - HOUSTONt TX
SAROAO STATION * 454060002 SITE ID 8 06
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1975 1977 197fi 1979 1990
8 OF READINGS
54
30
54
52
50
53
46
50
GEOMETRIC MEAN: 87.8 85.0 ****** 84.4 81.1 77.6 81.3 79.4 74.7
GEOMETRIC S.D.: 2.0 1.5 ******
1.5 1.7 1.4 1.5
HIGHEST 3Y
LARSEN EXTRP:
698.4 302.6 ****** 199.6 248.4 370.3 232.7 2S2.1 218.5
IST HIGHEST:
DATE :
176.0 348.0 189.0 156.0 252.0 1196.0 205.0 281.0 158.D
720508 730528 740222 750319 76021P 770224 780315 790115 801111
?MD HIGHEST:
DATE :
166.0 206.0 153.0 142.7 168.0 348.0 145.0 170.0 157.C
720831 730227 740628 750106 761102 771221 780414 791024 800825
8 Of ^EADIMGS
EXCEEDING 250 !
8 OF READINGS
EXCEEDING 150 :
RAM3E
0- 55:
66-130:
131-195:
196-260:
261-325:
325-390:
391-455:
>455:
9
33
12
0
0
C
0
0
17
27
4
1
n
l
0
0
11
14
5
0
0
0
0
0
13
37
4
0
0
0
0
0
17
30
4
1
0
0
0
0
19
27
2
0
0
1
0
1
17
34
1
1
0
0
0
0
16
24
5
0
1
0
0
0
14
33
3
C
0
0
1
n
****** INDICATES MISSING OR IMSUCFICIETNT DATA
4-13
-------
YEAR
TS0 DATA SUMMARY COR ARMCO - HOUSTON, TX
SAROAD STATION « 452560015 SITE ID » 07
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
or READINGS :
49
15
48
21
GEOMETRIC MEAN: 76.7 92.R ****** 79.2 95.4 102.2 ****** ****** ******
GEOMETRIC S.D.: 2.4 1.7 ****** 1.6 1.6 1.9 ****** ****** ******
HIGHEST 3Y
LARSEN EXTRP:
962.8 438.0 ****** 304.2 357.3 696.9 ****** ****** ******
IST HIGHEST:
DATE :
194.0 306.0 239.0 190.0 298.0 1510.Q 175.0 ****** ******
7204P3 730528 740517 750325 760218 770224 780414 ****** ******
2ND HIGHEST:
DATE :
186.0 250.0 171.0 185.0 1«3.0 3^8.G 152.0 ****** ******
720626 731213 740429 750130 760119 771221 780321 ****** ******
# 0" READINGS
EXCEEDING 260 :
EXCEEDING 150 :
RANGE
o- ss:
56-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
14
27
R
* * 0
0
0
0
0
11
25
10
1
1
n
0
0
5
5
5
1
0
0
D
0
15
29
9
0
0
0
0
0
7
27
3
0
1
0
0
0
11
26
e.
2
1
0
1
1
3
13
5
0
0
0
0
0
0
0
0
0
0
0
0
3
0
c
0
0
0
0
D
n
****** INDICATES MISSING QR INSUFFICIENT DATA
4-14
-------
r
r
r SAROAD ft
' SITE ID n
f DIRECTION
N C i U N T :
( AVE TSP:
NNE COUNT:
, AVE TS°:
VE COUNT:
AVF TSP:
ENF COUNT:
AVE TSD:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
ijsw C^UNT:
AVE TSP:
u COUNT:
AVE TSP:
WMW COUNT:
AVE TSP:
NW COUNT:
AVF TSP:
MNIW COUNT:
Avr TSP:
ALL COUNT:
AVE TSp:
24-HR STANDARD EXCEEDANCE ROSE FOR
ARMCO - HOUSTON* TX -
(All Cases > 260 ug/m3 .for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF PRIMARY EXCEEOANCES
451370001 452560017 45256002R 452560034 454060002
1
u>=x
0
0.
0
c.
n
n.
n
0.
n
0.
0
0.
1
0.
G
0.
n
0.
«
0.
1
1259.
t]
0.
0
0.
1
337.
n
0.
i
325.
3
640.
3
W=x
0
0.
0
0.
1
f 09.
0
0.
0
0.
0
0.
0
0.
0
0.
fl
0.
0
0.
1
1346.
o
0.
0
0.
0
0.
0
0.
1
269.
3
741.
W = X
0
0.
0
0.
0
0.
0
c.
0
0.
n
0.
0
0.
0
0.
0
0.
D
0.
0
0.
0
0.
0
0.
1
2*1.
1
333.
I
3'5.
3
31 3.
U
313.
5
W> = X
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
0
0.
0
0.
c
0.
0
0.
1
842.
0
0.
0
0.
1
?97.
n
0.
i
310.
3
4R3.
U = X
0
0.
0
0.
0
0.
n
0.
0
n.
i
281.
0
0.
0
0.
0
0.
0
0.
1
196.
n
0.
0
0.
i
34R.
o
n.
1
34R.
4
543.
452560015
7
W = X
C
0.
0
0.
0
0.
0
0.
0
0.
1
291.
0
0.
0
0.
0
0.
0
0.
1
*10.
0
r.
n
C.
1
390.
r>
0.
1
^flf.
4
626.
U
-------
24-HP STANOARD EVCEETANCF" POSE rOR
A9MCO - HCUSTOM, TX
(All Cases > 150 pg/m3 for 1972-1980)
X=O.R5C
COUNT/AVER AT,r TSD 0^ SECONDARY E*CEF.DANCES
SAPiAD (* 451
SITE ID «
Cl^ECTI-ni y> =
N COUNT
AVE TSP
MME COUMT
AVE TSP
NF rn!JNT
AVE TSP
E \' E COUNT
AVE T S a
E C'MJNT
fl VF JS P
E S E CO 1! M T
AVE TS^
SE CO'.JM
AVr TSP
s?. r n°uNT
ft V F T COUNT
AVE T S p
s j cn u M T
A V r T S =>
W S I,' 0 0 U N T
AVE TSD
J COUNT
f V r T S ri
J \! uf C 0 U N T
A V F T S »
M V C C- U M T
AVE TSD
MM.! 03UMT
AVE TSP
ALL C i U N T
AVE T S D
n
D
r;
p
r
A
O
n
n
0
p
1
n
p
1
If,?
1
15?
i
174
1
1?C'3
-
n
r-
n
i
337
n
?
0
242
7
3^^
3 7 C 0 0 1
1
X 'KX
2
. 194.
n
» " •
n
0.
:
i.
p
0.
i
. 163.
T
1.
P
• '{ 9
1
. 159.
0
C.
n
0.1
1
. - .
•i
. n.
1
. 248.
-,
C.
n
cu
5
. 19?.
4^2^
w> = y
a
0.
i
16ft.
2
391?.
1
164.
P
0.
2
184.
p
P.
1
171.
n
0.
0
c.
i
I 34^.
n
0.
0
n.
i
236.
1
16?.
1
269.
11
333.
60017
3
w -X
?
2P6.
o
n.
0
0.
0,
1.
C
C.
n
0.
n
D.
?
179.
1
25^.
3
0.
n
0.
o
0 .
0
1.
1
2P1.
1
333.
?
253.
q
?7f 1 1
-! " .
002B
W -X
n
C.
0
0.
1
160.
1
202.
0
164.
2
186.
2
155.
1
1»9.
T
0.
0
0.
1
•U42.
n
0.
0
0.
1
297.
n
n.
1
310.
12
^51.
60034
5
W =
2
184
0
ri
1
175
0
0
0
n
1
281
n
c
0
0
c
r,
0
n
i
i«fi
n
r
p,
c
i
348
1
l«q
1
348
8
363
0600R2
6
X W = v
0
0.
0
n.
n
n.
0
0.
0
0.
2
234.
7
19ft.
3
179.
2
159.
0
n.
1
511.
r
•/ .
n
?•
1
390.
0
0.
1
3ce.
17
?9D.
60015
7
u
-------
BSO MONTHLY COMPOSITE (UG/MW3) FOR ARHCO - HOUSTON
I
1—«
*vl
C
0
N
C
E
N
T
R
A
T
I
0
N
U
G
/
n
*
*
3
1C
8-
-
6-
-
4 —
_
2-
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
J A J 0
1977
1 —
A
A A*
A ++A+
A
"*" A A
1 1 1 1 1 1 1 1 1 1 1
J A J 0
1978
A
+ + A*
A : -
A A
**
J A J 0
1979
-
*
+
A
A
+ ^A +
J A J 0
1980
LEGEND
SAROAD ID SITE ID
-I- 452566934 05
06
-------
UPDATED AIR QUALITY EVALUATION - ARMCO STEEL, HOUSTON, TEXAS
Stations used in update:
Continued operation: #1, #3, #4, #5, #6
New stations: None
Discontinued stations: #7 (1978)
Trends in geometric means:
Graphs of the 12-month running geometric means are not very different
from pre-1978. Station #1 displayed no significant overall trend (Spear-
man correlation coefficient of -0.07). A moderately negative trend was
apparent at station #6 (-0.62). A slight negative trend was indicated
for station #3 (-0.21). Station #4 indicated a slightly positive
overall trend (Spearman correlation coefficient of +0.37).
Attainment status:
Station #1 remained in attainment of the primary TSP standards in 1978-
1980. Stations #3 and #5 were not in attainment (station #5 had insuf-
ficient data in 1979). Station #4 went from attainment in 1978 to
nonattainment for 1979 and 1980 (the 1980 annual geometric mean was just
barely in violation at 75.6 Mg/m^). Station #7 did not generate
sufficient data to estimate attainment status in 1978.
Pollution roses:
The pollution rose for station #3 implies a substantial impact from the
Armco facility. Substantial impact from the southeast is noted at both
stations #3 and #6; the source of this impact is not known.
Persistent winds from the southeast are infrequent; however, Station #5
shows a minor increase in TSP levels from this direction, which contains
the Armco facility. The apparent large contribution from the northeasterly
direction is dominated by a single event.
Standard exceedance roses:
Even though most recorded excursions beyond the primary 24-hour standards
occurred under steady wind conditions, very few involved winds that would
directly transport plant emissions to one (or more) of the hi-vols.
However, none of the hi-vols are sited to make strategic use of most
frequently occurring persistent winds.
4-18
-------
BSD:
Benzene-soluble organics were monitored at stations #5 and #6. Monthly
composite concentrations generally ranged between 3 and 10 Mg/m3.
4-19
-------
BETHLEHEM STEEL
Sparrows Point, Maryland
EPA Region III
5-1
-------
Bethlehem Steel - Sparrows Point
O1
I
ro
X #1
X #2
X #3
X #4
#5
#6
#7
SAROAD »
21014002
210620001
210620002
210620003
210645001
211360002
210140006
Site Name and Address
Fort Howard *
grounds of Veterans' Hospital
Sellers Point
325 Sellers Point Road
Cleaners Hangars
S801 Wise Avenue
Sandy Plains
8330 Kavanaugh Road
Edgemere
Edgemere Fire Station
Riviera Beach
Riviera Beach Elementary
School
Chesapeake Terrace *
Chesapeake Terrace
Elementary School
Plant Location from Site
Bearing Distance
312 4. 1km
132 3.4km
202 ' 4. 2km
175 4. 3km
234 3. 7km
21 7. 4km
271 2. 9km
Elevation
Above Ground MSL Plant
3 63
8 M 8
5 10 7
10 20 10
S 14 11
4 14 11
5 10 7
Site
Description
Ground level
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Nearest Roadway
Name Direction/Distance Volume
(unknown) ME 10 Very light
paved road
Sellers Pt. Rd. NW 35 Heavy
Wise Avenue NE IS Heavy
Gray Avenue NW 15 Heavy
Kavanaugh Rd. SW 20 Moderate
Greenhill Road NW 25 Light
Md. Route 20 SW 30 Heavy
Jenkins Road SE 10 Ught
Lodge Farm Rd. E 20 Moderate
El.en Avenue S 15 Very light
* Critical sites
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
BALTIMORE CITY
1 2 km
TSP roses for Bethlehem Steel - Sparrows Point,
Maryland, for the period 1978-1980 for cases
of <*»0.85. Each circle represents 50 ug/m3.
Wind Data Representativeness
# Terrain Distance Rating
5, 6, 7
I
F-G VG-G
N.B. See Table 5 in Methodology section.
5-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Bethlehem Steel--Sparrows Point, MD
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitorir
#5
3
0
2
1
1
1
1
1
7
2
2
3
6
7
4
_^
42
ig Site
#6
3
1
5
3
1
1
2
1
8
6
3
3
9
11
8
_L
66
Numbers
#7
3
1
6
3
2
1
3
2
8
5
4
4
12
15
8
_2
79
5-4
-------
TSP 12 MONTH RUNNING GEOHETRIC HEANS
-------
DATA SUMMARY FOR BETHLEHEM - SPARROWS POINT* 3
GEOMETRIC MEAN: ****** ****** ****** 67.9 64.4 62.2 57.1 ****** ******
jEOMETRIC S • } •: ****** ****** ****** l.fe 1.9 1.4 l.f ****** ******
HIGHEST 3Y
LARSEN EXTRPt ****** ****** ****** 247.1 4?4.3 1R5.4 212.0 ****** ******
IST HIGHEST: ****** ****** 109,0 217.0 475.0 i & 2. o 14 6. o i & 2. o ******
DATE t ****** ****** 741213 750325 760418 770413 780824 790503 ******
2^3 HIGHEST: ****** ****** 100.0 ifs.o ?3i.o ns.o 130.0 13?.o ******
OATE *. ****** ****** 741225 751015 760430 77D71H 781023 790?1S ******
« Dr READIN3S
EXCEEDnS 253 : 0 0 0 0 1 0 0 0 T
« OF READINGS
EXCEEDING 150 :ooo2 41010
RAM
0-
66-
131-
196-
261-
3?S-
391-
>
r,E
=.5:
130:
195:
2<,o:
325:
390:
455:
455:
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0
r,
0
0
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0
0
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0
n
Q
0
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1 0
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5-6
-------
YEAR
TSD DATA SUMMARY FOR BETHLEHEM - SPARROWS POINT* MD
SAROAD STATION » 211360002 SITE ID # 06
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
» OF READINGS
95
61 106
43
55
52
34
GEOMETRIC MEAN: 6i.o 53.4 60.4 59.5 49.5 55.3 s?.i 50.5 ******
GEOMETRIC S.D.: 1.5 1.5 1.* 1.9 1.6 1.4 1.5 1.4 ******
HIGHEST 3Y
LARSEN EXTRP:
213.8 180.5 176.2 398.? 209.0 136.9 171.2 140.3 ******
IST HIGHEST:
OAT- :
261.0 171.0 163.0 406.0 156.0 123.0 132.0 114.0 89.0
720201 731025 740429 750903 760418 770419 781110 790503 ROOS01
2ND HIGHEST: 153.0 117.0 134.0 357.0 i46.o 103.0 9«.o IDS.O 35.3
DATE : 720112 730901 740710 750909 760611 770823 781104 791223 B00714
« Oc READINGS
EXCEEDING 250 :
« Or READINGS
EXCEEDING 150 :
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
53
39
2
3
1
0
0
0
40
20
1
0
0
0
0
0
67
37
2
0
0
0
0
0
27
13
0
0
1
1
1
0
40
14
?
0
0
0
0
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40
14
0
0
0
0
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14
1
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0
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47
12
0
0
0
0
0
0
15
19
n
0
0
o
1
3
****** INDICATES MISSING OR INSUFFICIENT DATA
5-7
-------
TSP DATA SUMMARY FOR BETHLEHEM - SPARROUS POINT* MD
SAROAD STATION » 21D1400S6 SITE ID 8 07
UNITS : MICROGRAMS/M**3
YEA* 1972 1973 1974 1975 1976 1977 1978 1979 19SO
#OF*F.ADIM3S: o C 0 0 0 5« 60 59 55
GEOMETRIC MEAN: ****** ****** ****** ****** ****** 65.B 59.3 57.3 57.0
GEOMETRIC S.3.: ****** ****** ****** ****** ****** 1 , <| 1.5 1.4 1.4
HIGHEST 3Y
LARSE^ E X T R D: ****** ****** ****** ****** ****** 187.5 204.1 157.4 181.'
IST HIGHEST: ****** ****** ****** ****** ****** 193.0 187.0 isi.o 147.o
DATE : ****** ****** ****** ****** ****** 770413 78QR24 790906 800801
2VD HIGHEST: ****** ****** ****** ****** ****** 120.0 is&.o 131.0 ISB.O
DATE : ****** ****** ****** ****** ****** 77H&30 7B1023 791117 ^0060?
8 OF
EXCEE3INI3 260 :
« Or REAMM3S
EXCEEDING 153 :
RAM9E
0- 65:
66-130:
131-195:
196-PSO:
261-325:
326-390:
391-455:
M55:
0
0
-
0
0
0
0
0
0
0
0
0
0
n
0
n
0
0
0
0
0
0
0
a
0
0
0
0
0
a
0
o
c
0
0
0
0
0
0
0
30
27
1
0
0
0
0
0
k..
33
25
2
0
0
0
0
0
38
19
2
0
0
0
0
0
27
26
•>
n
n
3
n
0
****** INDICATES MISSING OR INSUFFICIENT DATA
5-8
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
BETHLEHEM - SPARROWS POINT, MD
(All Cases > 260 pg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD # 210645001 211360002 210140006
SITE ID n 5 6 7
DIRECTION W>=X W=X VKX U>=X W
-------
24-HR STANDARD EXCEEDANCF POSF FOR
BETHLEHEM - SPARROWS POINT, MD
(All Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCF.S
SAROAD » 21C645001 P1136000? 210140006
SITE ID » 5 6 7
DIRECTION U> = X U = X W = X W
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
187.
n
0.
0
0.
n
0.
i
187.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
156.
0
0.
0
0.
1
156.
5-10
-------
BAP MONTHLY COMPOSITE (NG/HXX3) FOR BETHLEHEM -SPARROWS POINT, HD
en
iw —
8-
C
0
N
C
E
N 6-
T
R
T
I
0
N
N 4-
G
n
X
t
3
2-
0 —
J A J 0
1973
"*"
+
J A J 0
1974
,,
+
A
+ a
+
ft
+
^
+
ft
A
A A
A
J A J 0
1975
+
A
-f.
A
A A
A ^T
+
*A
"^
II 1 1 l?l II 1 1
J A J 0
1976
+
+
+
A.
A
ft
+
A
A
A
* A*
A
J A J 0
1977
+
+
+
.
+ A
+
A t
A
* A *
A ^ A
J A J 0
1978
+
+
A
:+
i
A *+
+ +++
ft
J A J 0
1979
+
+
+
+
+
"*"+
"*"
+
J A J 0
1980
-1-
LEGEND
SAROAD ID SITE ID
es
sie6450ei
-------
UPDATED AIR QUALITY EVALUATION - BETHLEHEM STEEL, SPARROWS POINT, MARYLAND
Stations used in update:
Continued operation: #7
New stations: None
Discontinued stations: #5 (1979), #6 (1980)
Trends in geometric means:
Station #6 continued displaying running geometric means generally
below the secondary standard with a moderate downtrend indicated
with a Spearman rank correlation coefficient of -0.55. Station #5
showed a strong negative trend (Spearman correlation coefficient of
-0.83). Station #7's record, showing essentially no long-term trend,
was composed of a decline in TSP levels from late 1977 through
mid-1978 and a rise in 1980.
Attainment status:
All stations indicate attainment of the primary standards.
Pollution roses:
Station #5 continued to demonstrate apparent impact from the plant.
Station #7 also demonstrated apparent impact from the plant.
Standard exceedance roses:
For the three excursions beyond the 24-hour primary TSP standard in the
period 1972-1980, wind conditions were either variable or were such that
they would not be expected to transport plant emissions to the sampler.
BaP:
BaP was sampled at station #5 (through 1979) and at station #2 (through
1980). Monthly composite concentrations at station #5 were generally
lower than those at station #2. Monthly composite concentrations at
both sites were generally lower than those measured prior to 1978.
5-12
-------
BETHLEHEM STEEL
Lackawanna, New York
EPA Region II
6-1
-------
HiVol Monitoring Sites in the Vicinity of Bethlehem Steel, Lackawanna, New York
CTl
I
#1
X #3
#5
X #6
#7
SAROAD 1
333520001 *
333520002*
330SOOO01
333520004 *
330660006
337450002
330660014
333S20O01
A07
Site Name and Address
Lackawanna Sewage
Treatment Plant
Our Lady of Victory
Hospital
Blasdell Village Han
Public School #4
Holy Family School
West Seneca High School
Buffalo Port Terminal
Lackawanna
Wilmuth Street
Water Treatment
Holbrook Avenue
Lackawanna, NY
Plant Location from Site
Bearing Dlfljance
Coking 288° 1. 9
Blast furn 293° 1. 7
Sintering 258° 1. 3
BOF 238° 1. 4
Coking 268° 3. 3
Blast furn 269° 3. 0
Sintering 250° 2. 9
BOF 240° 3. 0
Coking 323° 4. 0
Blast furn 32
-------
Wind Data Representativeness
Station # Terrain Distance Rating
1, 2,
5, 7, 8 VII F U
Comment: Lake breezes influence these
monitor sites more than they influence
this meteorological station, so the
meteorology may often be
unrepresentative.
N.B. See Table 5 in Methodology section
Republic Steel
• BOF
BETHLEHEM
STEEL
Lake Erie
TSP roses for Bethlehem Steel - Lackawanna,
New York, for the period 1978-1980 for cases
of w>0.95. Each circle represents 50
6-j
-------
Republic Steel
• BOF
BETHLEHEM! s,n
STEEL \ 80
Lake Erie
TSP roses for Bethlehen Steel - Lackawanna,
New York, for the period 1978-1980 for cases
of co>0.95. Each circle represents 50pg/m .
6-4
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Bethlehem Steel--Lackawanna, NY
Wi nd
Direction
N
NNE
ME
ENE
E
ESE
SE
SSE
S
ssw
sw
wsw
w
WNW
NW
NNW
Total
MOI
#1
3
3
4
13
6
1
1
6
17
17
39
22
31
15
9
4
191
ntorini
#2
2
1
2
3
0
0
0
2
2
4
9
7
6
3
3
0
44
g bite I
#5
2
1
2
3
0
0
0
1
3
3
10
7
6
3
3
0
44
Cumbers
#7
2
1
2
3
0
0
0
2
2
3
8
7
6
3
3
0
42
#8
0
0
0
5
1
0
0
0
1
3
9
3
8
7
2
0
39
6-5
-------
TSP IE MONTH RUNNING GEOMETRIC MEANS (UG/HW3) FOR BETHLEHEM - LACKAUAMNA, HV
en
25«-
aee-
ise—
s
p
u
G
H
X
x lee-
se—
pRimpy
secowftst.
1973
000"
1974
1975
1976
AA A
LEGEND
SAROAD ID SITE ID
8
4
A. 333S2M«a
1977
1978
1979
-------
TSP 12 MONTH RUNNING GEOHETRIC MEANS
-------
TSP DATA SUGARY FOR BETHLEHEM - LACKAUAWA, MY
SAROAT STATION « 333520001 SITE ID « 01
UNITS : MICROG"AMS/M**3
YEA3 1972 1973 1974 1975 1976 1977 197fl 1979 1990
« OF 3EADIN3S : ' 275 306 301 ?56 332 213 308 !39 255
GEOMETRIC MEAN: 106.8 123.2 m.6 106.5 113.9 105,7 103.8 99.6 109.3
"ED^ETRi: S.D.: 1.7 1.8 1.7 1.7 1.7 2»0 1.9 1.7 1.7
HIGHEST 3Y
LARSEM EXTR=>: 504.0 708.0 547.1 47P.2 549.4 863,4 642.8 4S4.1
IST HIGHEST: .301. j 4«50.o 522.0 34^.0 412.0 414,0 388. o 327.0 450.0
DATE : 7?03?e 73H4?3 740116 753114 7«,112? 770513 7R04P8 79343^ ?005?»
2"JD HIGHEST: ?«9.'J SaS.Q ^B5,C 317. 0 ?93.0 3Pft»0 365.0 323.0 375.1
DATE : 720524 73Q22R 740115 750213 7455:
61 61
1D6 93
73 58
?~r 53
c< 2 =
1
3 1
0 0
58
112
?3
32
11
4
0
1
"I
121
51
29
3
1
0
C
51
121
97
44
6
2
1
0
55
66
45
27
1?
4
1
0
71
106
R7
31
10
Tt
0
0
76
146
85
?3
8
1
0
3
3«
115
78
15
5
2
1
3
****** INDICATES MISSIM3 OR INSUFFICIENT D
6-8
-------
0
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1-4
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1,1 li 1,1 U III
r— o u o cj
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c: »r u i » ui
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K" en vT •-( C.1 O o c-
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CT o vf «-4 r-< cr en -3- i~> f-> 1-4 <~-
1-4 Oj
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r—
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t^ «— ' r-4 c\j ro ro cj- c rr u'; c\i rr. *
i-< •-< cv ro ro +
-------
TSP DATA SUMMARY FOP BETHLEHEM - LACKAUANNA,
SAROAD STATION ft 333520004 SITE ID * OH
UNITS t ^ICRnpP
YEAR 1972 1973 19-*4 1975 1976 1977 1978 1979 19RO
* OP READIES: 3 o 40 1^2 o o o o 3
GEOMETRIC MEAN! ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S • D • : ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEN E X T R ° : ****** ****** ****** ****** ****** ****** ****** ****** ******
1ST HIGHrST: ****** ****** 4 4 ° • 0 592.0 ****** ****** ****** ****** ******
DATE : ****** ****** 741101 750519 ****** ****** ****** ****** ******
2 M 0 HIGHEST! ****** ****** 439*0 449*0 ****** ****** ****** ****** ******
DATE : ****** ****** 741219 750418 ****** ****** ****** ****** ******
n Oe READTM3S
EXCEETIM~2SC: 0 0 10 26 0 C 0 0 <]
« Oc READINI3S
EVCEEDIMC 150 : 0 0 21 106 0 0 0 ? D
R A M 7, E
o- ss:
&s-i3o:
I3i-i?5:
19&-25.0:
261-325:
3P6-390:
391-455:
>455:
0
0
1
f*
^
o
,1
w
0
0
0
n
0
n
0
C
0
0
?
15
0
5
k
2
2
3
4
39
^ 8
35
13
13
2
1
0
0
0
n
0
0
0
0
0
p
n
0
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
I
i
•»
1
i
0
0
****** INTICATFS "ISSING OR I\SUFFICIENT DATA
6-10
-------
TSD DATA SUGARY FOR BETHLEHEM - LACKAUANMA* NY
SARTO STATION « 330660006 SITE 10 » 05
UNITS : MIC*9GRAX!S/P **3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1990
# Oc REACINSS t 139 82 52 A 0 58 57 56 59 57
GEOMETRICIAN: 94.7 93.4 R b . 3 76.4 75.2 84.5 66.9 72.2 73.C
GEOMETRIC S.D.: 1.5 1.6 1.6 1.6 1.6 1.8 1.8 1.7 1.4
HISHEST '-}Y
IARSEM EXTRP: 309.» 362.4 364.2 32c.l 324.4 510.1 37r.E 333.6 208.4
1ST HI G H" S T! ?79.Q 351.D 29?. •? ? 15. 0 414.0 314.D '35.0 2 ? D . 0 154.D
DATE : 720SQ* 73T6.T9 740417 75041M 7£OS11 77H413 780526 790509 S00304
2MD HIGHEST: 195.0 213.0 19G.o 214.0 IB2.0 3oe.o 203.0 175.o 140.0
DATE : 720917 730603 740411 7506P.3 761015 77C302 780911 790f02 R00421
»OF^EADIM3S
EXCEEDIM5250: 1 1 1 0 1 2 0 0 n
(t Oc READIM3S
EXCEEDIN3150: 17 13 9 4 4 12 c> 5 1
RANI3E
0- 65:
66-130:
131-195:
196-2^0:
261-325:
326-390:
391-455:
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YEAR
DATA SUMMARY FOR BETHLEHEM - LACKAUAN'NAt MY
SAROAD STATION * 1402011 SIT" 13 « OR
UNITS : MICROGRAMS/V**3
197? 1^73 1974 1975 197S 1977 1978 1979 19BO
READINGS
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** 89»1
GEOMETRIC S . D . t **••
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****** ****** ****** 1,
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** ****** ****** ****** ****** 395.1
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DATE :
****** ****** ****** ****** ****** ****** ****** ****** 430»0
****** ****** ****** ****** ****** ****** ****** ****** 900430
2MD HIGHEST;
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 351."1
****** ****** ****** ****** ****** ****** ****** ****** B00523
8 Or READINGS
EXCEEDING 2&0
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EXCEEDING 15C
RAMGE
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$6-130:
151-195:
196-2SO:
261-3?5:
326-390:
391-455:
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6-13
-------
24-H* STANTAPD EXCrFOANCE ROSE FOI»
BETt-LFhE!* - LACKAWAN'NAt NY
(All Cases > 260 yg/m3 for 1972-1980)
X=P.950
COUNT/AVERAGE TSP OF PRIMARY EXCEEOANCES
SAROAP C
SITF ID «
DIRECTION
N COUNT:
AVF TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
FNE COUNT:
AVE TSP:
E COUNT:
AVF TSP:
ESF COUNT:
AVF TSP:
SE COUNT:
AVC TSP:
SSF COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
s w COUNT:
AVE TSP:
wsw COUNT:
AVF TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
MW COUNT:
AVE TSP:
N N w COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
333520001
1
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2011
W
-------
24-HR STANDARD EXCEEDANCE ROSE FO*
BETHLEHEM - LACKAUANNA* NY
(All Cases > 150 yg/m3 for 1972-1980)
x=0.950
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD 8
SITE ID »
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVF TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVF TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVF TSP:
su COUNT:
AVF TSP:
wsu COUNT:
AVF TSP:
w COUNT:
AVE TSP:
UNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVE TSP:
333520001
1
w> = x
1
171.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
3
175.
20
200.
80
222.
75
231.
35
217.
7
195.
c,
229.
1
202.
227
221 .
W = X
1
164.
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294.
8
190.
7
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195.
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0
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2
157.
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1
157.
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253.
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265.
9
285.
f
262.
2
228.
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26
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0
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190.
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211.
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8
184.
W
-------
UPDATED AIR QUALITY EVALUATION - BETHELEHEM STEEL, LACKAUANNA, NEW YORK
Stations used in updated:
Continued operation: #1, #2, #4, #5, #7
New stations: #8 (1980)
Discontinued station: #4 (1975)
Trends in geometric means:
Stations #1, #2, and #5 continued displaying 12-month running geometric
means that vary in phase. Long-term trends for these stations (as
evidenced by the Spearman correlation coefficient) were moderately
negative. The coefficient for station #1 was -0.56; for station #2,
-0.49; and for station #5, -0.70. Station #7 continued displaying
running 12-month geometric means below the secondary standard; a moderate
positive trend is indicated (Spearman correlation coefficient of 0.63).
Station #8 generated an annual geometric mean in excess of the primary
standard. Its record is too short to assess trends.
The general trend for stations fl, #2, #5, and #7 was upward from mid-1978
to mid-1979 and flat thereafter.
Attainment status:
Stations #1 and #2 remained in nonattainment of the primary annual standard
in 1978-1980. In addition, the 24-hour standard was violated at station #1,
Station #5 has been borderline attainment/nonattainment of the primary
annual standard since mid-1979.
Pollution roses:
Pollution roses for stations #1, #2, #5, and #7 are generally unchanged
in pattern. Stations #1, #2, and #5 take advantage of the lake breeze to
depict plant impacts. Station #7 continues providing background levels
under conditions that force impact at #1, #2, and #5. The addition of
station #8 in a plant impact orientation reinforces the pattern.
Standard exceedance roses:
The majority of the 24-hour primary and secondary exceedances at stations
#1, #2, and #5 that occur under steady winds involve directions that con-
tain plant activities. Further, the tally of exceedances generally
declines with distance from the plant for this array. For station #7,
normally a background station, one secondary 24-hour exceedance occurred
with steady winds coming from the plant. A second exceedance of the
24-hour secondary standard occurred under northeast winds at this station.
6-16
-------
BETHLEHEM STEEL
Bethlehem, Pennsylvania
EPA Region III
7-1
-------
Hi-Vol Monitoring Sites in the Vicinity of Bethlehem Steel - Bethlehem, PA
#2
i
ro
X #4
SAROAD »
19078O703
VJ07S0017
196560705
396560705
190780725
Site Name and Address
Bethlehem Central
52O E. Broad Street
(2/72 - 3/76)
Bethlehem Central
E. Market nnd Wood Streets
(3/76 - present)
Bethlehem East
Frcemansburg Municipal
Building
(3/73 - 4/76)
Bethlehem East
Victory Firehouse
(4/76 - 1/77)
Bethlehem East*
Water Treatment Plant
(1/77 - present)
Plant Location from Site
Rearing Distance
Blast fum ice 196° 0.8km
FPM 173° 1.0 km
Sintering 122° l.lkm
BOF 122° 1.5km
Milk 107° 2. 0 km
R. Mills 107° 3.8 km
Coking 122° 3.8km
Bl.ist furnace 227" 0. R km
FfM 192" 0. 0 km
Sintering 124° 0. 7km
BOF 124° 1.4 km
Mills 107° 1.8km
R. Mills 107° 3.6 km
Coking 107° 3. 5 km
Blast furnace 241° 2. 5 km
FFM 235° 2.4km
Sintering 230° 1. 5 km
BOF 215° 1.4 km
Mills 215° 1.0 km
R. Mills 135° 2. Han
Coking 167° 2. 7 km
Blast furnace 65 0. 7 km
EFM 80° 1. 0 km
Sintering 75° 2.0km
BOF 83° 2.4 km
Mills 80° 3.0km
R. Mills 90° 4.5 km
Coking IO3° 4. 2 km
Blastfurnace 265° 3. 2 km
FFM 260° 3.0km
Sintering 265° 2.0km
BOF 260° 1.5 km
Mills 265° 1. 2 km
R. Mills BO" 1.0km
Coking 170° 1.5 km
Elevation (in meters)
Above Ground MSI, Plant
12 103 30
30
24
12
15
12
12
1 95 22
22
16
4
7
4
4
1 95 22
22
16
4
7
4
4
fi 82 9
9
3
_q
-6
_q
-9
6 67 -6
-6
-12
-14
-21
-14
-14
Site
Description
Roof mo nut
Ground level
Ground level
Roofmount
Roofmonnt
Nearest Roadway
Name Direction/Distance Volume
( m t
F. Bro.ui Street N 15 Heavy
E. Market Street N 15 lleivy
Cambria W 15 Moderate
4th Street S 12 Moderate
Apple Butter Rd. F. 2O Heavy
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
CO
Focht Hill
Wind Data Representativeness
Station # Terrain Distance Rating
I
II
TSP roses for Bethlehem Steel - Bethlehem,
Pennsylvania, for the period 1978-1980 for
cases ofw>0.90. Each circle represents
50
N.B. See Table 5 in Methodology section.
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Bethlehem Steel--Bethelehem, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
wsw
w
WNW
NW
NNW
Total
Monitoring b
n
15
32
1
4
1
1
0
0
1
0
1
3
6
2
5
_2
74
iite Numoers
#5
15
43
1
4
0
1
0
0
1
0
1
3
5
1
5
_^
82
7-4
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/HXX3) FOR BETHLEHEM - BETHLEHEM, PA
see —
I
en
S
P
u
G
/
H
X
ise
lee-
se —
—
~~"
-
*CQr«*(*
'TT'o1
1973
1974
****ftft
1975
•^t-ooooo
1976
'"'"'""V.
i"A"J"i'
1977
A'
b^A&A^AA - -
/
1978
'i**AA**AAA
i'T'l"*1
1979
A,
1980
LEGEND
SAROAD ID SITE IB
f- 390780703 1
39078M17 £
D 396S6e7»S 3
-------
TSP 13 HONTH RUNNING GEOflETRIC HEANS FOR BETHLEHEn - BETHLEHEn. PA
I
CT>
ase-
ae«-
s 15e~
p
u
G
n
t
t 199-
3
se-
PRirMRV
SECONDARY
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
J A J 0
1977
V^-H****.
J A J 0
1978
J A J 0
1979
+.
J A J 0
19M
LEGEND
SAROAO 10 SITE 10
S
-------
YEAR
TSP DATA SUMMARY FOR BETHLEHEM - BETHLEHEM, PA
SARDAD STATION « 390780703 SITE 10 » 01
UNITS ! MICROGRAMS/M**3
1972 1973 1974 1975 197* 1977 1978 1579 1990
Or READINGS
30
59
16
GEOMETRIC MEAN: 79.8 ****** 74.5 6S.8 ****** ****** ****** ****** ******
CFOMETRIC S.D.:
1.6 ******
1.5
1.5 ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP:
297»9 ****** 263.7 201.0 ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
190.0 162.0 195.0 165.0 127.0 ****** ****** ****** ******
720614 730901 740123 750418 760224 ****** ****** ****** ******
2ND HIGHEST
DAT" :
174.0 157.0 172.0 126.0 117.0 ****** ****** ****** ******
720304 730709 741213 750211 760212 ****** ****** ****** ******
n OF READINGS
EXCEEDING 26C
n OF READINGS
EXCEEDING 150
RANG'
0- 65!
66-130:
131-195:
196-2SO!
261-325:
326-390:
391-455:
>455:
16
35
c
0
C
0
0
0
3
19
3
0
0
0
0
0
22
32
5
0
0
0
0
0
19
21
1
0
0
0
0
0
4
12
0
0
0
0
C
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
0
0
0
0
0
f>
0
0
1
0
0
0
rj
n
n
****** IMTICATES MISSING OR INSUFFICIENT TATA
7-7
-------
TSP DATA SUMMARY FOR BETHLEHEM - BETHLEHEMt PA
SAROAD STATION ft 3907R0017 SITE ID ft 02
UNITS : WICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1990
# Or READINGS :
45
58
46
50
GEOMETRIC
: ****** ****** ****** ****** 75.5 62.1 70.9 ******
C S • D • : ****** ****** ****** ******
j . g 1.7
1.4
HIGHEST 3Y
LARSEV EXTRD: ****** ****** ****** ****** 447.9 252.3 309.4 ****** 172.3
IST HIGHEST:
an 1 1
2MD H
DATE
ft OP
EXCEE
» Oe
EXCEE
RAMS
0-
f.6-1
131-1
196-2
2S1-3
326-3
391-4
>4
: ****** ****** ****** ****** fta^lD ffJ3l3 ; B 1 1 U H r a i u 2 5 « u U S 2 S
IGHEST: ****** ****** ****** ****** 207.0 172.0 179.0 i4i.o loft.n
: ****** ****** ****** ****** 760R22 770419 780824 790720 BOOB01
READIN3S
11^5 260 :
READINGS
DIM3 150 :
r
65!
30:
95:
50:
25:
90:
55:
55:
0
0
0
0
0
0
Q
0
Q
0
0
0
n
c
0
0
0
0
n
0
0
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1 0
7 4
17 36
1ft 19
7 5
2 0
1 0
o n
0 0
0 0
0
5
?8
20
9
1
0
0
0
0
0
1
20
23
3
0
0
0
0
0
1
1
29
21
0
0
n
3
0
0
****** INDICATES MISSIMG OR IVSUCFICIENT DATA
7-8
-------
YEAR
TSP DATA SUMMARY FOR BETH.LEHFM - BETHLEHEM* PA
SAROAO STATION # 396560705 SITE ID * 03
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINSS
45
31
GEOMETRIC MEAN: ****** ****** 74.4 64.3
****** ****** ****** ******
GEOMETRIC S.D.: ****** ******
1.6
1,6 ****** ****** ****** ****** ******
HIGHEST BY
LARSEN EXTRP:
****** ****** 324*3 257*8 ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** 211*0 167.0 136*0 ****** ****** ****** ******
****** ****** 74Q429 750130 769430 ****** ****** ****** ******
2ND HIGHEST:
DATE :
****** ****** 179.0 151.0 130*0 ****** ****** ****** ******
****** ****** 740517 750124 760418 ****** ****** ****** ******
« Or READIN3S
EXCEEDING 250
» OF READINGS
EXCEEDING 150
RANGE
0- 55:
55-150:
131-195:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0
26
26
7
1
! 0
j
0
0
0
23
!=>
3
0
0
0
0
0
10
20
1
0
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
0
n
0
0
0
r>
****** IMDICATES MISSING OR I NSUFFllCI F.NT DATA
7-9
-------
TS3 DATA SUMMARY FOR BETHLEHEM - BETHLEHEM, PA
SAROAD STATION » 390780755 SIT" ID « 05
UNITS t MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 ' 1980
» OF READINGS: 0 0 0 0 0 " :OODOOOOOP
# Or REATIM3S
EXCEEDIM^ 150 :OQ0006891
RANGE
0- 65:
66-130:
131-155:
196-260:
326-390:
391-455:
0
3
3
0
0
n
0
0
0
0
o
0
0
0
0
0
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
17
12
in
2
0
0
0
0
20
23
12
1
0
0
0
0
18
27
7
3
0
0
0
0
18
24
4
0
1
0
1
3
****** INDICATES MISSING OR INSUFFICIENT DATA
7-10
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
BETHLEHFP - BETHLEHEM, PA
(All Cases > 260 pg/m3 for 1972-1980)
XsO.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD n
SITE ID #
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
390780703 390780017 396560705 390780725
1235
U> = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
VKX I
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
i>=x u=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
275.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
0
0.
n
0.
0
0.
0
0.
1
275.
0
0.
0
0.
0
0,
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
u=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
u
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
BETHLEHEM - BETHlEHEHt PA
(All Cases > 150 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEOANCE3
SAROAO « 390780703 390780017 396560705 390780725
SITE IB » 1 2 3 5
DIRECTION U>=X U=X U=X W=X U
-------
BAP MONTHLY ARITHMETIC MEANS (NGXNXS3) FOR BETHLEHEM - BETHLEHEM, PA
C
0
N
C
E
N
T
R
A
T
I
0
N
N
G
/
n
*
*
3
3~
4-
3-
? —
1-
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
J A J 0
1977
X
J A J 0
1978
*
•f
J A J 0
1979
:v\
J A J 0
1980
LEGEND
SAROAD ID SITE ID
-------
I
(—«
-p*
BaP roses for Bethlehem Steel - Bethlehem,
Pennsylvania, for the period 1978-1980 for
cases of w>0.80. Each circle represents
0.5 ng/m^.
-------
UPDATED AIR QUALITY EVALUATION - BETHLEHEM STEEL, BETHLEHEM, PENNSYLVANIA
Stations used in update:
Continued operation: #2, #5
New stations: None
Discontinued stations: #1 (1976), #3 (1976)
Trends in geometric means:
Station #2 evidenced a very slight long-term downward trend (Spearman
correlation coefficient of -0.13). Station #5 evidenced a significantly
larger downward trend (Spearman correlation coefficient of -0.60).
Interpretation is hampered by missing data in 1979.
Attainment status:
Stations #5 remained in nonattainment of the primary standards in 1978-1980,
while station #2 remained in attainment.
Pollution roses:
The general patterns developed prior to 1978 continue for stations #2 and
#5. TSP levels under steady winds that would bring in plant emissions
continue to be generally higher than other directions. However, contribu-
tions from the north through northeast appear to be larger in 1978-1980 at
both stations.
Standard exceedance roses:
The primary 24-hour standard was exceeded only once at station #2; this
exceedance occurred under variable winds. Secondary 24-hour standard
exceedances under steady winds generally came under conditions that would
not involve the plant.
For station #5, the majority of secondary standard excursions came under
steady winds opposite the plant. However, four secondary standard exceed-
ances occurred under west-southwest winds that would involve the plant.
No primary excursions were recorded. For both stations, excursions beyond
the 24-hour secondary standard were most often associated with steady
winds from directions not involving the plant or with variable winds.
7-15
-------
BaP:
BaP was sampled at station #5 from late 1979 through 1980. Monthly
averages were relatively low (< 3 ng/m3). The BaP pollution rose
for station #5 does not demonstrate any substantial contributions from
the steel facility.
7-16
-------
BETHLEHEM STEEL
Burns Harbor, Indiana
EPA Region V
8-1
-------
Hi-Vol Monitoring Sites In the Vicinity of Bethlehem Steel, Bums Harbor, Indiana
X #1
#2
#3
#4
#5
#6
#7
Meters
Distance Above
SAROADlC Name and Address Bearing (Km) Ground
153420005 Beverly Shores School 245° 13.6 7
153420006 Dune Acres Pumping Station* 240 4.6 4
153420007 Ogden Dunes Maintenance Building* 70 4.4 5
1S34200O9 South Haven School 2 10.0 5
15342O901 Station A BOF 2.3
45° 1.6
Coking
135° 0.8
153420902 Station B Coking 2. 3
45° 0.8
153420903 Station C 0° 1.0 2.3
Meters
MSL Above
(m) Plant Site Description
190 4 Building roof
202 16 Building roof
191 S Building roof
205 19 Building roof
191 5 Monitoring
bench;
industrial
182 -4 Monitoring
bench ;
industrial
182 -4 Monitoring
bench;
residential
Nearest Road
Distance
Name Direction* (m)
Paved road S 60
Paved road W 6
Paved road. E 45
West Road W 75
Boundary road E 29
Boundary road W 49
US12 S 24
Volume
2- lane, light
2- lone, light
2-lane, light
2- lane, light
2- lane
2- lane
4- lane
00
I
ro
* Critical sites
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on die likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Wind Data Representativeness
Station # Terrain Distance Rating
VI
E-VG
3, 5, 6, 7
VI
VII
U
N.B. See Table 5 in Methodology section.
Lake Michigan
BETHLEHEM STEEL
N
I I I I I
0 1 2 3 4 km
TSP roses for Bethlehem Steel-Burns Harbor,
Indiana for the period 1978-1930 for cases of
w>0.85. Each circle represents 50yg/m3.
8-3
-------
LAKE MICHIGAN
SLAB CASTER
ETHLEHEM STEEL
V* k
TSP roses for Bethlemhem Steel-Burns Harbor,
Indiana for the period 1978-1980 for cases of
o>>0?85. Special Study Sites. Each circle
represents 50ug/m3.
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Bethlehem Steel--Burns Harbor, IN
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
#2
3
5
1
1
0
1
5
2
12
8
7
4
1
1
0
_L
52
Momt(
#3
3
3
1
1
0
0
5
2
12
9
6
4
1
3
1
J^
52
Dnng S
#4
4
6
1
1
0
2
3
1
10
8
6
2
0
2
1
J^
48
ite Numl
#5
2
4
6
0
1
1
2
3
7
18
6
3
1
3
3
_2^
62
bers
#6
2
4
6
0
1
1
3
2
11
16
5
3
1
3
3
_L
62
#7
1
2
4
0
1
1
1
2
8
9
4
3
1
3
2
_2
44
8-5
-------
TSP 12 HONTH RUNNING GEOMETRIC MEANS (UGfl*S3> FOR BETHLEHEM - BURNS HARBOR, IN
as0-
300-
00
CT>
150-
u
G
n
x
X 100-
3
50-
PRIMARY.
_ SECQMPASV .
LEGEND
SAROAD ID SITE ID
4- 153420006 2
& i53420007 3
1973
1974
1975
1976
1977
1978
1979
1980
-------
TSP IS MONTH RUNNING GEOMETRIC MEANS (UG/TI**3) FOR BETHLEHEH - BURNS HARBOR. IN
CO
250
200-
S 150~
P
U
G
n
*
X 100-
3
50-
0 —
PRIHARV
SECONDARY . .
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
J A j"o"
1ST?
i i 1 1 1 1 1 1 1 1 1
J A J 0
1978
J A J 0
1979
A
-hk
+-
%DOoa
1 1 i M 1 1 i i i i
J A J 0
1980
LEGEND
SAROAD ID SITE ID
153420991 5
153420S42 6
0 15342*903 7
-------
TSD PATA SUGARY FOR BFTHLFMry - BUMS HAPOOP, T '!
SAROAD STATION ft 15342(1006 SITE ID tf 02
UMTS : MICROSRAMS/M**3
1972 1973 197* 1975 1976 1977 197R 197= 19«0
V OF HEADINGS I 3«i 13 38 3? 20 25 4 1 •, 9 , 5
GEOMETRIC ^ E ft N t ****** ****** ****** ****** ****** ****** 49,1 47.5 4 1 • T
SEO^ETRIo S.D.J ****** ****** ****** ****** ****** ****** 2.4 ?.Q 1,0
HIGHEST ?Y
LARSE'J EXTRP: ****** ****** ****** ****** ****** ****** fcf.7,6 351,3 23','->
1ST HISHLST: 1"5.3 95,1 l^^.O HI. 5 84. 0 ll&.O 193.0 15S.O 131.0
DATE ! 7?3602 7307P7 740423 750518 76041R 771127 791222 791?29 ^00^2=,
MIGH-ST: 127. s 82.* 140.0 IQS.O 91.0 107.0 159.0 149.0 114. n
DATE : 720503 7311GC> 74°523 750«34 7603^5 770706 7R455:
30
^
1
0
a
0
0
0
13
3
n
0
rj
3
1
n
?9
7
2
C
3
n
0
n
?S
5
1
0
0
ft
c
0
1-
4
n
0
3
n
n
n
22
3
n
0
0
0
•3
0
23
15
r
0
0
0
0
c
33
14
9
3
3 '
0
0
0
37
7
1
.?
n
•)
1
•;
****** IMDICAT'S "1ISSIN3 OR INSUrfTCI''NiT TATA
8-8
-------
YEAR
DATA SUGARY ^OR BETHLEHEM - BURNS HAR30R» IN
SAROAD STATION » 153420007 SITE ID * 03
UNITS t MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
Oc READIES :
26
38
20
27
41
GEOMETRIC MEAN! ****** ****** ****** ****** ****** ****** 48.1 53.(t 44.B
GEOMETRIC S • D • : ******
****** ****** ****** ****** 2.1 1.7 1.7
HIGHEST BY
IARSEN EXTR0:
****** ****** ****** ****** ****** ****** 401*7 255*4 204.3
IST HIGHEST:
DATE :
140.9 82.6 137.3 225.0 120.0 81.0 226.0 127.0 112.0
720527 730721 740604 750518 760206 770706 780502 791229 800509
2ND HIGHEST:
DATE :
135.3 82.4 127.0 105.0 116.0 76.0 139.0 102.0 112.0
720521 730709 740228 750810 760418 770624 780526 791013 80062^,
# Or READINGS
EXCEEDIM3 260
« OF 3EADIMGS
EXCEEDING 150
RANGE
o- ss:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
18
5
3
0
0
0
0
0
10
6
0
0
0
0
0
0
24
13
1
0
0
0
0
0
26
11
0
1
0
0
0
0
11
9
0
0
0
0
0
0
22
5
0
0
0
0
0
0
29
13
2
1
0
0
0
0
24
17
0
0
0
0
0
0
35
13
0
0
n
0
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
8-9
-------
TS3 DATA SUMMARY FOR BETHLEHEM - 3URMS HARP09, IM
SASTAD STATION f 153420009 SITE TD a 04
UMTS : *ICROGRAMS/M**3
YEAR 1972 197? 1974 1975 1976 1977 1978 1979 19*0
n 0- READIN3S : 38 9 37 37 20 21 40 n? ^
GEOMETRIC M E A v: ****** ****** ****** ****** ****** ****** ****** 50.3 4 4 • s
3'OMETRIC S • D • : ****** ****** ****** ****** ****** ****** ****** i.s j^e,
HIGHEST 3Y
L A R S E M r X T R n : ****** ****** ****** ****** ****** ****** ****** 1 9 a . 9 179,R
IST HIGHEST: 147.2 128.7 g'i.n 13?.f 73.0 TC.O 121.0 125.0 90.0
3ATE : 720527 731106 740216 750518 76041« 770922 780911 790912 800421
2\tD HIGHEST: 141.^ 94.7 P9.8 «i&.o es.? se.o 109.0 125.0 90.3
DATE : 7?0521 73P709 "M0821 750717 7'P405 77070S 7?0 1 - 3 2 5 :
326-390:
391-455:
> 4 5 5 *.
27 7
9 2
: 3
i
T ^
G C
j 0
D
26
11
0
0
0
D
0
0
99
7
1
n
r\
0
0
0
19
1
3
0
G
0
i»i
U
D
19
:?
0
0
3
0
P
0
28
12
0
0
0
0
0
0
31
11
0
r>
fi
0
0
r>
32
1*
n
n
3
n
0
1
IN3ICATFS 'XTSSINr, OR INSUFFICIENT DATA
8-10
-------
YEAR
DATA SUMMARY FOR BETHLEHEM - BURNS HAR30R, IN
SAROAD STATION ft 153420901 SITE ID « 05
UNITS ! MICROGRA*S/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
0" READIN3S
105
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»0«t ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXT
****** ****** ****** ****** ******. ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 745*0 549«1
****** ****** ****** ****** ****** ****** ****** 790523 B00312
2ND HIGHEST:
DAT: :
****** ****** ****** ****** ****** ****** ****** 743,0 609.0
****** ****** ****** ****** ****** ****** ****** 790530 B00417
« Oc READINGS
EXCEEDING 2SO :
n OF READIN3S
EXCEEDING 150 :
23
54
10
RANGE
0- S5t
S6-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
n
0
n
0
0
0
0
0
0
0
0
0
0
11
31
25
15
10
3
4
6
11
IB
c.
•>
1
D
•>
2
****** INDICATES MISSIN& OR INSUFFICIENT DATA
8-11
-------
DATA SUMMARY FOR BETHLEHEM - BURNS HARPO"* IN
AD STATIOM tt 153420902 SIT! ID « Qf>
JNITS : IICROS
YEAR 1972 1973 1974 1975 197$ 1977 197R 1979 19RO
» Or READIM3S t 0 C 0 0 0 r> Q joO <»?
3EOMETRIC M E A \! : ****** ****** ****** ****** ****** ****** ****** ****** ******
'EO^ETRlC S»D»: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST ^Y
L.ARSFN E X T R P : ****** ****** ****** ****** ****** ****** ****** ****** ******
I c, T HIGHEST: ****** ****** ****** ****** ****** ****** ****** 591.0 5 & s . ^
DATE : ****** ****** ****** ****** ****** ****** ****** 790712 Q00123
2ND HIGHEST! ****** ****** ****** ****** ****** ****** ****** 5R6.Q <*l<* ,1
DATE ! ****** ****** ****** ****** ****** ****** ****** 79nfil? 90031"
« OF PFADIMOS
EXC:EDIM3 150 : C 0 0 P 0 Q J 47
R A M 5 E
0- &5t
S6-130:
131-19?:
19S-2SC:
2:
3?6-330:
391-455:
>455:
C
?
C
w
0
n
n
0
0
0
0
0
n
0
0
9
0
0
r>
0
0
0
0
n
r>
0
n
n
0
n
0
0
0
ft
0
0
Q
1
0
0
0
0
0
Q
n
ft
0
0
0
C
a
0
0
0
0
C
11
31
IS
9
1*
7
5
7
9
IS
Q
3
1
T
1
1
****** INDICATES ^TSSINS OP INSUCFICTEMT DATA
8-12
-------
TSP DATA SUMMARY FOR BETHLEHEM - BURNS HARBORt IN
SAROAD STATION « 153420903 SITE ID # 07
UNITS : MICROGRAMS/M**3
YEAR 197? 1973 197* 1975 1976 1977 1978 1979 1980
# OF READINGS ! 0000000 60 43
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»D«: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST BY
LARSEN EXTRPJ ****** ****** ****** ****** ****** ****** ****** ****** ******
1ST HIGHEST! ****** ****** ****** ****** ****** ****** ****** 515»0 473»3
DATE : ****** ****** ****** ****** ****** ****** ****** 790913 B004?3
^
2MD HIGHEST! ****** ****** ****** ****** ****** ****** ****** 282»0 258»0
DATE ' ****** ****** ****** ****** ****** ****** ****** 790907 830225
» 0- READIM3S
EXCEEDING 260 :000000031
» OF REAOIMGS
EXCEEDING 150 ! 0000000 11 6
RAM3E
0- 65:
^6-130:
131-195:
196-260:
261-325:
3P6-390:
391-^55:
>455:
0
0
f\
•J
0
0
0
0
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
p
0
0
0
n
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
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23
?4
7
3
2
a
0
1
1*
19
T
3
1
•>
0
1
****** IMDICATES HISSING OR IMSU^FICIENT DATA
8-13
-------
24-HP STANDARD EXCFETANCE PPSE FOR
BFTUFhF* - EURNS HARPOR, IN
(All Cases > 260 yg/m3 for 1972-1980)
x=n.P5o
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD *
SITE in a
PIRECTION
N COUNT:
AVE TSP:
NNF COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESF COUNT:
AVE TSP:
SE COUNT:
AVF TSP:
SSE C^UNT:
AVE TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVF TSP:
NW COUNT:
AVE TSP:
MMW COUNT:
AVF TSP:
ALL COUNT:
AVF TSP:
153420006 :
2
W> = X
0
0.
p
0.
0
n.
c
0.
D
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0.
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0
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28?.
U
-------
?4-HR STANDARD EXCEEDANCE ROSE FOR
BETHLEHEM - BURNS HARBOR* IN
(All Cases > 150 yg/m3 for 1972-1980)
X=0.«50
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD #
SITE ID n
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE: TSP:
usw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNU COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
153420C06
2
u> = x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
159.
0
0.
0
P.
1
193.
0
0.
0
0.
0
D.
0
0.
2
176.
W = X
1
226.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
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1
225.
0
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226.
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0
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0.
0
0.
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0009
153420901
5
w = x
1
328.
1
308.
6
320.
0
0.
1
185.
1
648.
2
268.
3
344.
2
243.
7
216.
2
248.
1
444.
1
236.
0
0.
1
160.
0
0.
29
286.
W = X
2
355.
2
326.
6
376.
0
0.
1
161.
0
0.
0
0.
1
212.
0
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2
186.
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422.
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20
323.
U = X
1
282.
1
159.
1
196.
n
0.
0
P.
0
D.
0
P.
0
p.
0
p.
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0.
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201.
0
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0
0.
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c
p.
4
210.
W
-------
UPDATED AIR QUALITY EVALUATION - BETHLEHEM STEEL, BURNS HARBOR, INDIANA
Stations used in update:
Continued operation: #2, #3, #4
New stations: #5* (1979), #6* (1979), #7* (1979)
Discontinued stations: #5*, #6*, #7* (1980)
Trends in geometric means:
All three regular stations consistently generated 12-month running geometric
means below the secondary annual standard. Values were generally less than
50 ug/nr3. Stations #3 and #4 indicated a moderate upward trend (Spearman
correlation coefficients of +0.60 and +0.46, respectively), station #2 indicated
a very slight negative trend (Spearman correlation coefficient of -0.14).
Stations #5, #6, and #7 were specially sited during 1979 and 1980. All three
of these consistently generated geometric means in excess of the primary
annual standard. Because they were part of a special source-oriented study,
long term impact trends cannot be assessed. However,, these sites do indicate
a substantial impact very near the plant.
Attainment status:
All of the long term stations indicate attainment of the primary standards.
The special study sites indicate certain 24-hour primary standard nonattain-
ment close to the mill.
Pollution roses:
The patterns established for stations #2, #3, and #4 are generally unchanged.
Station #2 displays increased TSP levels under steady winds coming from the
plant. The preponderance of southwesterly winds offers little opportunity
for impacts at stations #3 and #4.
Pollution roses developed from the special study sites (stations #5, #6, and #7)
display a severe local impact, particularly from the coking operations.
Standard exceedance roses:
Stations #2, #3, and #4 registered no excursions beyond the 24-hour primary
standard. Additionally, no excursions beyond the 24-hour secondary standard
Special study sites.
8-16
-------
BaP:
were recorded at station #4. Secondary standard excursions at station #3
were extremely rare. Both occurred under winds that would not be expected
to have involved the plant. Secondary excursions at station #2 were equally
rare, but both occurred under steady winds that involved the plant.
For stations #5, #6, and #7, excursions beyond primary and secondary 24-hour
standards were a fairly routine event and reinforced the patterns developed
through the pollution roses.
As part of the special study conducted by EPA Region V, BaP was measured
at stations #5 and #6 for 6 days in May 1979. The results were divided
into "downwind," "with wind," and "background" categories. Downwind
days were defined as having the 24-hour average wind direction within +; 10e
of the station orientation from the plant. With wind days had four or
more hours within +^ 10°, while background days had winds away from the
station for the entire day. The results are summarized below:
Downwind With Wind Background
Station Station Station
Range (ng/m3) 2.9-981.0 64-196.0 < 1.0-10.3
Geometric Mean 40.9 38.7 1.9
8-17
-------
CF & I STEEL
Pueblo, Colorado
EPA Region VIII
9-1
-------
Hi Vol Monitoring Sites in the Vicinity of CF G I Steel - Pueblo, Colorado
SAROAD 1
061820001
061820003
Reference ft
5OO
Reference ft
100
Reference #
200
Reference 0
300
Reference ft
400
061820
611
Reference #
600
Site Name and Address
Pueblo City -County Health
Department
Mesa G Evans
Pueblo
CF G I - North
CF G I - East
CF G I - South *
CF G I - 5 *
CF G I - West *
South Pumping Station
Burnt Mill
1 Plant Location from Stte
Bearing Distance
Coking 164° 3. 8 km
Blast Furn. 143° 2. 8 km
Open Hearthl26° 3. 0 km
BOF 113° 3.1 km
Coking 180° 1. 6 km
Blast Furn. 180° 0. 7 km
Open Hearthl68° 1. 2 km
BOF 158° 1.7km
Coking 205° 1.7km
Blast Furn. 233° 0. 9 km
Open Hearthl93° 0. 7 km
BOF 147° 0. 7 km
Coking 260P 1. 5 km
Blast Furn. 295° 1.7km
Open Hearth302° 1. 2 km
BOF 326° 0. 8 km
Coking 358° 2. 2 km
Blast Furn. 358° 3. 1 km
Open Hearth 9° 3. 1 km
BOF 19° 3. 2 km
Coking 32° 1. 6 km
Blast Furn. 20° 2. 4 km
Open Hearth 32° 2. 6 km
BOF 420 2. 9 km
Coking 118° 1. 1 km
Blast Furn. 59° 1.2km
Open Hearth 72° 1. 6 km
BOF 76° 2. 2 km
Coking 78° 10. 13 km
Blast Furn. 71° 10.5 km
Open Hearth 73° 10.88km
BOF 73° 11.39km
Coking 39° 14. 76 km
Blast Fum 36° 15.68km
Open Hearth 38° 15.86km
BOF 40° 16.32km
Elevation
Above Ground MSL Plant
LS) lm) (ml
S 1421 -34
9 1452 -2
3 1445 -9
3 1448 -6
3 1470 15
3 1466 1 1
6 1459 S
Unknown 1362 118
Unknown 1578 134
Site
Description
Building roof
Building roof
Vacant lot in
residential area
Small hilltop
open land
open grassy
field
Building roof
Roral
Rural
Nearest Roadway
Name Direction/Distance Volume
(mT
Central Main SE 30 Moderate
Mesa N 15 2 lane
Moderate
Evans E 15 2 lane
Moderate
unknown (station discontinued)
Residential ENE 250 Very light
Street
(on CF G I property) '
I - 25 SE 100 Moderate
Lakeview N 8 Very light
Unknown Unknown Unknown
Burnt Mill Unknown Unknown
G Little
Burnt Mill Road
X #1
#3
#4
#6
* Critical sites
X~ Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
I1 I
CF&I STEEL
Comanche
Power Plant
2 ki
Location of TSP monitoring sites in the
vicinity of C.F0 & I. Steel - Pueblo,
Colorado
9-3
-------
TSP 13 IWNTH RUNNING GEOHETRIC BEANS
-------
9-6
VI
in
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TSP IS MONTH RUNNING GEOMETRIC MEANS FOR C F I I - PUEBLO, CO
<£>
I
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1976
1977
1978
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J A j 0
1979
AA*4***,«ti;
J A j 0
LEGEND
SAROAD ID SITE ID
4- 6188*611 8
9
-------
YEAR
TSP DATA SJMMA3Y ""OR C F & I - PUE3LO* CO
SAROAD STATION » 061820003 SITE 10 « 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
Or 3EADIN3S
98
86
87
85
87
72
89
67
GEOMETRIC MEAN: 111.8 109.3 112.6 103.8 88.6 93.6 95.1 97.3 102.4
GEOMETRIC S.D.: 1.7 1.5 1.4 1.5 1.5 1.7 1.6 1.6 1.5
HIGHEST 3Y
LARSEN EXTRP:
532.4 391.8 333.0 322.2 101.2 445.1 396.9 3S9.0 313.6
IST HIGHEST
DATE :
324.0 349.n 454.0 317.0 274.0 358.0 301.0 405.0 262.0
720326 730719 740302 750426 760220 770310 780409 790507 800102
2ND HIGHEST
DATE :
291.0 246.0 252.0 274.0 250.0 341.0 233.0 332.0 239.0
721227 731116 741211 750128 761208 770222 780516 79DS28 83110='
» Or READINGS
EXCEEDING 260
n Qc READINGS
EXCEEDING 150
Ifi
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17
16
15
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RANGE
0- 65:
56-130:
131-135:
196-2SO:
261-325:
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****** INDICATES MTSSING OR INSUFFICIENT DATA
9-7
-------
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-------
YEAR
TSP DATA SUMMARY FOR C F & I - PUE3LOt CO
SAROAD STATION » 100 SITE ID » 04
UNITS t MICRr>GRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS
73
176
165
85
B7
GEOMETRIC MEAN: ****** ****** ****** 105.1 90,5 106.8 92»8 99.1 89.3
GEOMETRIC S.D.: ****** ****** ****** 1.7 1.9 1.9 1.9 1.9 l.R
HIGHEST 3Y
LARSEN EXTR°:
****** ****** ****** 509.1 587.6 747.2 655.9 603.8 475.3
IST HIGHEST:
DATE :
****** ****** 307.0 378.0 570.0 621.0 452.0 337.0 241.0
****** ****** 741219 750323 760325 770222 780418 790507 RQ1109
HIGHEST: ****** ****** 250.0 374.0 493.0 586.0 382.0 295.0 237.0
DATE : ****** ****** 741205 751130 76031^ 770328 780426 791217 901215
n OF READINGS
EXCEEDING 260 :
» 0F 3EADIM3S
F.XCEEDIMG 15D I
43
27
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18
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RAMGE
0- 65:
66-130!
131-195:
196-260:
261-325:
326-390:
391-455:
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TSP DATA SUMMARY FOR C F & I - PUEBLO* CO
SAROAD STATION » 300 SITE ID * 06
UNITS : MICROSRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS
155
88
83
30
GEOMETRIC MEAN: ****** ****** ****** ****** ****** 105,6 107.0 95.0 ******
GEOMETRIC S.D.: ****** ****** ****** ****** ******
1.8 1*8 ******
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ******
****** 590.5 6*3.3 495.9 ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** 529.0 567.0 559.0 307.0
****** ****** ****** ****** ****** 771119 780707 793507 300306
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** 498.0 441.0 391.0 221.0
****** ****** ****** ****** ****** 770630 780418 790417 800310
« Or READTNSS
EXCEEDING 260 :
« OF READINGS
EXCEEDING 150 :
13
38
27
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66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
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9-11
-------
DATA SUGARY FOR C F * I - ^UEBL^t CO
SAROAD STATION a * 0 0 SITF ID * 07
UNITS : MICROGRA*S/M**3
YEA* 197"? 1973 197* 1975 1976 1977 1978 1979 1950
it r>r RFA3IMSS : C 0 77 1"S 132 176 P6 B9 «9
3EOMFTRIC MEAN: ****** ****** ****** 101.2 67.0 80.1 85.fi 77.0 S*.7
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9-12
-------
TS? DATA SUMMARY C0" C - & I - PUEBLO* CO
SARDAD STATION « 061823611 SITE ID # 08
UNIT? : MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
« Or READIM3S I 00000008 63
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HIGHEST 3Y
LAPSED E X T R p J ****** ****** ****** ****** ****** ****** ****** ****** 166,1
1ST HIGHEST! ****** ****** ****** ****** ****** ****** ****** 3 D • 0 192*?
DATE '• ****** ****** ****** ****** ****** ****** ****** 791229 801109
2ND HIGHEST; ****** ****** ****** ****** ****** ****** ****** 3?,0 155,0
DATE : ****** ****** ****** ****** ****** ****** ****** 7 p i ? o 5 R00521
8 OF READINGS
EXCEEDING 260 tOOOOOCOOD
« 0 r READIN3S
EXCEEDING 150 :00000005?
1
1
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RAN3E
0- 65:
66-130:
31-195!
96-260:
61-325:
26-3=>o:
91-455:
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9-13
-------
DATA SIMMftPY COR C F & I - PUEBLO, CO
SA33AD STATION ft 600 SIT" ID # 09
UNITS : MICRDGR
197? 1973 1974 1975 1976 1977 197ft 1979 1980
ft 0- READINGS 0 0 0 0 0 0 0 117 82
^DMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** '5,5 ? *> • 0
GEOMETRIC S»D«! ****** ****** ****** ****** ****** ****** ****** ?«7 9,T
HIGHEST ?Y
L A R S E V E X T R 3 : ****** ****** ****** ****** ****** ****** ****** 419.3 204*7
1ST HIGHEST: ****** ****** ****** ****** ****** ****** ****** 3SS»0 153«0
DATE : ****** ****** ****** ****** ****** ****** ****** 7905C7 *00521
2MD HIGHEST: ****** ****** ****** ****** ****** ****** ****** 205*0 •'S.?
DATE : ****** ****** ****** ****** ****** ****** ****** 793S29 ?00720
n OF RFADIN3*
EXCEEDING 2SC t 000000010
« Oc READINGS
EXCEEDING 153 :0a0000031
RANGE
o- ss:
&6-130:
131-195:
196-2E.O:
261-3P5:
326-390:
391-^55:
>^55:
0
0
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0
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0
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9-14
-------
BSO MONTHLY ARITHMETIC MEANS (UG/M«3> FOR C F & I - PUEBLO, CO
on
C
0
N
C
E
N
T
R
A
T
I
0
N
a
G
/
n
*
10 —
8-
-
6-
-
•4-
2-
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
J A J 0
1977
*
+ *
A +
+ + *
A A
+
J A J 0
1978
-
A
A
A
A
+
J A J 0
1979
J A J 0
1980
LEGEND
SAROAD ID SITE ID
•h eei82ee03 02
ei
-------
UPDATED AIR QUALITY EVALUATION - CF & I STEEL, PUEBLO, COLORADO
Stations used in update:
Continued operation: #2, #4, #7
New stations: #8, #9 (both 1979)
Discontinued stations: #3 (1979), #5 (1978), #6 (1979)
Trends in geometric means:
Those stations with multiyear records displayed moderate negative
trends (Spearman correlation coefficients near -0.5), and the graphs of
running 12-month geometric means showed general coherence. For Instance,
stations #2, #3, #4, #5, and #7 all indicate increasing values through
1977 and a decreasing trend through 1978. Since most stations show this
pattern, it may be regional in nature, perhaps related to open dust
source emissions. Station #5, which is located near a potential open
dust source, the slag dump, displays this pattern more strongly than
other stations.
Attainment status:
Station #8 (record sufficiently long only for 1980) and station #9 (1979,
1980) were the only two stations 1n attainment of primary TSP standards
from 1978-1979. These are both background sites.
Pollution and standard exceedance roses:
New wind roses were not constructed because computer-compatible wind
data were not available for 1978-1980.
Sampling days with three or more stations 1n operation, and at least one
recording a value in excess of the primary 24-hour TSP standard, were
inspected for multiple excursions. Results are tabulated below.
BSD:
Benzene-soluble organics were sampled at stations #1 and #2 from early
1978 to mid-1979. Monthly average values generally ranged between
2 and 10
9-16
-------
UPDATED AIR QUALITY EVALUATION - CF & I STEEL, PUEBLO, COLORADO (Continued)
Pollution and standard exceedance roses (continued):
I Stations # Stations # Stations
Epi sode Reporting >Primary >Secondary
78/03/05
78/04/06
78/04/14
78/04/18
78/04/26
78/05/16
78/06/17
78/06/21
78/07/07
78/07/27
78/09/09
78/12/18
78/04/17
79/05/07
79/06/28
80/03/06
6
1
6
6
6
6
5
3
4
5
5
5
4
5
5
5
1
1
1
4
3
1
2
1
1
1
1
1
1
5
3
1
5
1
5
6
6
4
2
1
2
3
2
6
3
5
5
2
In 25 percent of the cases, more than half of the operating network
was above the 24-hour standard. In nearly 70 percent of the cases,
more than half of the operating network was above the secondary
standard. Both of these factors point to a regional scale effect.
9-17
-------
CRUCIBLE STEEL
Midland, Pennsylvania
EPA Region III
10-1
-------
o
I
ro
#1
#2
Hi-V'ol Monitoring Situ - Crucible Steel, Midland, PA
S A ROAD *
395740S09F02
395740S01F01
Site Name
Midland Port Office*
Midland Swimming fool
Plant location from Sit*
Bearing Distance
(clockwbe) (km)
From
254° 0.4
To
182° 1.2
1«° - M»°
.471cm - 2.5km
Elevation
Height of Hl-Vol Elevation Dltt
Inlet Above Ground Site -Plant
(m) (m)
S 3
2 SS
Site
Description
Building roof
(atphalt)
Unknown
Nearest Roadway
Name Direction/Distance (m) Volume
NW/6 Paved road,
light traffic
NE/12 Paved road.
light traffic
Rt. 68 iW/9 Paved road.
moderate
traffic
Virginia NW/ Unknown
A re one
* Denote! critical rite.
X— Indicates that data from mis station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at mis site. Based on the likelihood that this situation has not changed, data from mis site were
not employed in the 1978-1980 update.
-------
___ Defines river valley
610 m
I
Wind Data Representativeness
Station # Terrain Distance Rating
1, 2
III
H
U
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 in Methodology section,
TSP roses for Crucible Steel-Midiand,Pennsylvania
for the period 1978-1980 for cases of cj>0.85. Each
circle represents 50yg/nr.
10-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Crucible Steel—Midland, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitoring ;
#1
4
0
5
1
i
0
2
1
2
2
4
4
7
1
2
_0
36
>lte Numbers
#2
1
1
1
2
1
3
1
0
1
1
5
3
1
3
4
_^
29
10-4
-------
TSP 13 MONTH RUNNING GEOMETRIC MEANS (UG/H«3) FOR CRUCIBLE - MIDLAND, PA
250
O
en
aoe
150
100
59
—
—
V
PRIMARY
SECQNJJARY. .
i'TT'i'
1973
*\
VT'J'T
1974
+-H-+
1975
+
II 1 1 1 1 1 1 1 1 1
J A J 0
1976
i'T'VT
1977
+*+
**
1978
•%
+
1979
A.
1980
LEGEND
SAROAD ID SITE ID
+- 395740509 1
395740591 a
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-------
YEAR
TSP DATA SUGARY FOR CRUCI3LE - MIDLAND* PA
SAROAD STATION V 3957*0591 SITE ID « 02
UMITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
« Oe READINGS :
60
GEOMETRIC TAN! ****** ****** ****** ****** ****** ****** ****** ****** 7§»*
GEOMETRIC S»3»t ****** ****** ****** ****** ****** ****** ****** ****** 1.4
HIGHEST 3Y
LARSEM EXTR&:
****** ****** ****** ****** ****** ****** ****** ****** 205*7
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ******
****** ****** ****** ****** ****** ****** ****** ****** B30626
DATE
HIGHEST: ****** ****** ****** ****** ****** ****** ****** ****** 14;
****** ****** ****** ****** ****** ****** ****** ****** onii
n OF READIM3S
EXCEEDING 260 :
» Oc READINGS
EXCEEDING 150 :
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-*55:
>*55:
0
n
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****** INDICATES MISSING OR INSUFFICIENT DATA
10-7
-------
24-HR STANDARD EXCFFCANCE ROSE FOR
CRl.CIPLE - MCLANQf PA
(All Cases > 260 ug/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF- PRIMARY EXCEEDANCF.S
SAROAD #
SITE ID »
PIRFCTICN
M COUNT:
AVE TSP:
NKE COUNT:
AVE TSP:
ME COUNT:
AVE TSP:
ENF COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESF COUNT:
AVF TSP:
SE COUNT:
AVF TSP:
SSE COUNT:
AVF TS^:
s COUNT:
AVE TSP:
ssw COUNT:
AVF TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
w f. w COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
39574
1
w> = x
1
279.
0
G.
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u
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
CRUCIBLE - PIDLANDt PA
(All Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD « 395740509 395740501
SITE ID # 1 2
DIRECTION W> = X W = X W
-------
UPDATED AIR QUALITY EVALUATION - CRUCIBLE STEEL, MIDLAND, PENNSYLVANIA
Stations used in update:
Continued operation: None
New stations: #2 (1980)
Discontinued stations: #1 (1978)
Trends in geometric means:
Station #1 continued generating 12-month running geometric means in excess
of the primary annual standard. These values went into a sharp decline in
1978. Nonetheless, 12-month running geometric means at the end of
station #l's service life continued above the primary annual standard.
The Spearman correlation coefficient for station #1 over the period
1974-1978 was -0.78, indicating a strong negative trend.
Station #2 did not come into service until 1980; the annual geometric mean
for that year was in excess of the primary annual standard.
Attainment status:
Station #1 followed by station #2 indicates nonattainment of the primary
TSP standards.
Pollution roses:
Pollution roses generated for both stations show a continuation of the
pattern evolved prior to 1978, largest average TSP levels generally came
from directions containing plant activity. Station #l's rose contained
information for 1978 only; station #2's rose contained information for 1980
only. Even though the pattern remains essentially the same, 1978 values
(station #1) are substantially smaller than those of 1974-1977, and 1980
(station #2) are smaller still.
Standard exceedance roses:
In 1978 (station #1), the great majority of excursions beyond the 24-hour
primary standard that involved steady winds involved transport from direc-
tions containing plant activities. There was an equally large incidence of
primary excursions involving variable winds. A similar pattern is evident
regarding excursions beyond 24-hour secondary standards through the contri-
butions from nonplant directions. Out of 83 secondary excursions under steady
winds, 65 occurred under conditions that would involve plant emissions.
In 1980 (station #2), there was only one excursion beyond the 24-hour second-
ary standard (but still below primary); this occurred under variable winds.
10-10
-------
FORD MOTOR COMPANY
Dearborn, Michigan
EPA Region V
11-1
-------
Hi Vol Monitoring Situ in the Vicinity of Ford Motor Company - Detroit, Michigan
X#4
I
ro
SAROAD 1
231140002
231140001
231140003
231180015
Site Name and Address
Salina School *
2683 Salina
Dearborn
City Ha 11 Annex*
Michigan G Maple
Dearborn
4901 Evergreen
Dearborn
6601 W. Fort
Detroit
Plant Location from Site
Bearing Distance
(km)
Sinter Plant 261° 0. 8 km
Blast Furn. 256° 0. 6 km
BOF 228° 1. 1 km
Coking 2030 0. 6 km
Power Plant 223° 0. 5 km
Sinter Plant 140° 2. 4 km
Blast Furn. 137° 2.5km
BOF 148° 2. 9 km
Coking 137° 3.0km
Power Plant 137° 2.9km
Sinter Plant 99° 6. 1 km
Blast Furn. 99° 6. 3 km
BOF 105° 6. 2 km
Coking 102° 6. 7 km
Power Plant 101° 6. 6 km
Sinter Plant 270° 4.Zkm
Blast Furn, 27ff> 4. 1 km
BOF 263° 4. 3 km
Coking 265° 3. 7 km
Power Plant 267° 3. 8 km
Elevation
Above Ground MSL Plant
Ira) (m) (m)
4 177 0
12 180 3
4 180 3
4 179 2
Site
Description
Trailer top
(across railroad
tracks from
plant)
Building roof
(commercial)
Trailer top (in
River Rouge
Park)
Trailer top
(residential)
Nearest Roadway
Name Direction/Distance Volume
Im)
Lowery SSE 9 2 lane light
Maple WSW 20 2 lane
modarate
small gravel — 10 Very light
parking lot
Rademacher ENE 9 2 lane
light
W. Fort NNW 30 4 lane
moderate
* Critical sites
X— Indicates that data from this station were included in the original 1973-1977 analyrsis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
WINDSOR,
ONTARIO
Wind Data Representativeness
\^^ ECORS
0 1 2
Km
— / S
/ ^XV Station # Terrain
;r %ti / ^^ ( , . ,
--^•K' NATIONAI/
^^/ STEEL /
I
I
Distance Rating
E
F
E-VG
VG
N.B. See Table Sin Methodology section
TSP roses for Ford Steel - Dearborn, Michigan,
for the period 1978-1980 for cases of u»0.90.
Each circle represents 50 ug/m3.
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Ford Steel--Dearborn, MI
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitoring i
#1
3
5
4
1
2
2
0
2
9
6
14
10
10
6
4
_1
79
iite Numoers
#3
3
4
4
1
3
2
0
2
8
6
14
11
11
6
4
_2
81
11-4
-------
TSP 12 PIONTH RUNNING GEOMETRIC MEANS FOR FORD MOTOR CO. - DEARBORN, HI
I
(Jl
250-
300-
S 150
P
U
G
100-
50-
PRIMARY
1973
1974
y^^Yw
1975
.**V
•tV*
LEGEND
SAROAD ID SITE ID
231140W3
1976
1977
1978
1979
19M
-------
Y-IA3
A SJVMARY ^IR F^PT F: o ^ L T 9 1 : w : A N : i P s . » 1 7 6 . : 12?. i 125.7 124.2 142.9 i4f.5 1^2.2
i . s
i .
i .
1.6 i . s 1.9 1.7
HTG-FST
699.1 47'. 5 532.7
977.2 750. 1
1ST M I 3 H E! S T : 1 : 8 5
4q?.0 321.0 ?•?«.. ? 34c.O ?2?.0 449.C 4 1 7 . 0 ? 7 9
7e510?3 76Q315 770419 7B1911
2MD MIG
.TAT: :
513. j 4HO.? 3.^4. C P60.0 325. C 302. 0 389.0 4"7.o
^n&'jfi 73T83F 7405, j.-i 75c&?3 7^1214 77 if.""! 7^1104 7^30,13
IT
41
3?
22
21
2«.
32
33
R A M P r
n- &5:
56-130:
131-195:
US-PS::
261-325:
326-^r:
391-455:
>455:
T
14 14
17 14
14 12
~ 6
1 ?
1 1
? 1
'
3
1
n
1
0
J
Q
6 4
? o, IQ
1? 17
11 11
4 4
i n
~ n
0
Q
14
17
B
«
c,
1
n
•>
19
12
1?
3
5
2
n
?1
******
H OR H.'c'J:rrIC!r^T 3AT>
n-6
-------
YEAR
TSP DATA SUMMARY FOR FORD MOTOR CO. - DEARBORN, MI
SAROAD STATION » 231140003 SITE ID » 03
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1930
Oc READINGS :
52
53
5«
57
58
59
GEOMETRIC MEAN! 67.0 60.3 59.? 68.9 53.9 56.9 58.6 55.9 49.2
GEOMETRIC S.D.: 1.6 1.7 1.8 1.7 1.6 1.8 1.7 1.8
1.6
HIGHEST 3Y
LARSEN EXTRP:
261.6 265.6 328.9 319.4 211.& 332.8 275.9 293.7
IST HIGHEST:
DATE :
157.0 178.0 307.0 260.0 165.0 208.0 217.0 174.0 113.0
720527 730709 740809 750816 761015 770419 780911 790322 801205
2MD HIGHEST:
DATE :
155.0 152.0 212.0 17=».0 142.0 175.0 156.0 13».0 98.-)
720912 730925 740815 750430 760605 770531 780526 791018 800110
» OP READINGS
EXCEEDIMG 260 :
# OF READINGS
EXCEEDIMG 150 :
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-330:
391-455:
>455:
21
27
4
0
0
0
0
0
31
18
4
0
0
0
0
0
33
?0
3
1
1
0
0
0
20
94
3
1
0
0
0
0
38
16
3
0
0
3
0
0
35
2?
4
1
0
0
0
0
32
24
1
1
0
0
0
0
34
22
3
n
0
0
0
0
40
19
1
1
a
n
i
3
****** INDICATES MISSING OR INSUFFICIENT DATA
11-7
-------
24-HR STANDARD FXCEEDANCF ROSF FCR
FORD MOTOR CO. - DEARBORN, MI
(AH Cases > 260 ug/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSF OF PRIMARY EXCEEDAMCFS
SAROAD # 231140002 231140003
SITE ID » 1 3
DIRECTION U>=X U=X W
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
FORD WOTOR CO. - DEARBORN* MI
(All Cases > 150 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD * 231140002 231140003
SITE ID n 1 3
DIRECTION W> = X IKX U> = X U
-------
BAP QUARTERLY COMPOSITE
-------
UPDATED AIR QUALITY EVALUATION - FORD MOTOR COMPANY, DEARBORN, MICHIGAN
Stations used in update:
Continued operation: #1, #3
New stations: None
Discontinued stations: None
Trends in geometric means:
Recent graphs of the running 12-month geometric means for stations #1
and #3 are in phase to remarkable detail, with values for station #1
substantially above those for station #3. A brief decline in early 1978
is followed by an uptrend that peaks in early 1979. Values decline from
this peak through the end of 1980. There is no overall trend (1978-1980)
for station #1 (Spearman correlation coefficient of -0.02). The overall
trend for station #2 (Spearman correlation coefficient of -0.34) is more
apparent and negative.
Attainment status:
Station #1 was not in attainment of primary standards for the period
1978-1980. Station #3 was not in attainment of primary standards for
1978 and 1979; this station was in attainment in 1980.
Pollution roses:
Recent pollution roses developed for stations #1 and #3 continue the
earlier pattern showing impact of plant emissions. Large contributions
from the north are no longer evident.
Standard exceedance roses:
All excursions beyond primary 24-hour standards under persistent winds
at station #1 occurred under conditions that would transport plant
emissions to the hi-vol. The only excursion beyond the 24-hour primary
standard at station #3 occurred under variable winds.
BaP:
BaP was sampled at station #1 from 1978 through 1980. No values were
reported for 1979. Quarterly composite concentrations were moderately
high, ranging between 5 and 12 ng/m3.
11-11
-------
INLAND STEEL
East Chicago, Indiana
EPA Region V
12-1
-------
Hi-Vol Monitoring Sites in the Vicinity of Iiilaml Steel, Ejst Chicago, IN
ro
I
SAROAI) H
jfl 151180O01
tf2 151 180003
#3 15118OO04
Meters Meters
Distance Above MSL Above
Name one! Address Bearing (Ktn) Oround (M) Plant
Central Fire Station Coke Ovens fi- 10, Blast Furnaces 10 180 0
400 E. Columbus F>r. 1-6. SinterinR Plant, and BOF *2
44° 3.4
C Battery and A and B Blast
Furnace
42° 2.5
Coke Oven 11 and BOF #4
42° 5.5
Marktown Coke Ovens 6-10. Blast Furnaces 4 180 0
Broad and Pine. 1-6. Sintering Plant, and BOF 12
Marktown o « .
84 Z.4
C Battery and A and B Blast
Furnace
102° 1.7
Coke Over 11 and BOF if 4
62° 4.0
Field School * Coke Ovens 6-10, Blast Furnaces 9 180 0
Block and lames 1-6, SinterinR Plant, and BOF #2
0° 1.5
C Battery and A and B Blast
Furnace
310° 1.2
Coke Oven 11 and BOF if 4
18° 3.0
Nearest Road
Distance
Site Description Name Direction (Meters) Volume
Building roof E. Columbus Dr. S 30 2-lane, heavy
Building roof Broad St. E 12 2-lane, moderate
Pine Ave. SE 12 2-lane, moderate
Building roof Block Ave. SW 76 2-lane, moderate
* Critical Site
X—• Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from mis site were
not employed in the 1978-1980 update.
(Continued)
-------
Hl-Vol Monitoring Sites in the Vicinity of Inland Steel, East Chicago, IN (Continued)
X #5
oo
X #6
SAROAD*
151180006
1S1180O07
151780001
Distance Above MSL A hove
Name nnd Address . Bearing (Km) Cronml (M) Plant Site Deicrlptlon Name
Franklin School * Coke Ovens 6-10. Blast Furnaces 9 180 0 Building roof Franklin St.
Alder and 142nd 1-6. Sintering Plant and BOF #2
355° 2.9
C Battery and A and B Blast
Furnace
340° 2.5
Coke Oven 11 and BOF »4
13° 4.5
Roxanna Coke Ovens 6-10. Blast Furnaces 4 180 Q Building roof Roxanna Dr.
Roxanna and Walsh 1-6. Sintering riant and BOF #2
38° 6.5
C Battery and A and B Blast
Furnace
38° 5.5
Coke Oven 11 and BOF #4
38° 8.5
GoJdblotts Coke Oven; 6-10. Blast Furnaces 15 180 0 Building roof Hohtnan Ave.
5206 Hohman 1-6, Sintering Plant and BOF #2
56° 7.0
C Battery and A and B Blast '
Furnace
56° 8.0
Coke Oven 11 and BOF #4
54° 10.0
Nearest Road
Distance
Direction (M) Volume
»•
W 24 2-lane, moderate
S 15 2-lane, moderate
E 15 2-lane, heavy
* Critical Site
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
(Continued)
-------
Hi-Vol Monitoring Sites in the Vicinity of Inland Steel, East Chicago, IN (Continued)
PO
Meters Meters
distance Ahove MSt Above
SARPADf Name nnd Address Bearing (Km) Cronml (M) Plant Site Description Name
X #7 15178O002 City Hall Coke Ovens 6-10, Blast Furnaces 11 181 2 Building roof Calumet Ave.
•W35 Calumet Ave. 1-6. Sintering Plant and BOF »2
44° 8.3
C Battery and A and B Blast
Furnace
40° 7.4
Coke Oven 11 and BOF t-t
4O° 10.5
X #8 151780004 Purdue Coke Ovens 6-10. Blast Furnaces 9 184 5 Building roof Woodmar Ave.
2233 J7lst St. 1-6. Sintering Plant and BOF » 2 t7Jst St.
o
18 8.9
C Battery and A and B Blast
Furnace
16° 8. 1
Coke Oven 11 and BOF 04
o
22 10.6
X ^^ 15178000S Police and Fire Station Coke Ovens 6- 10. Blast Furnaces 5 180 0 Building roof Calumet Ave.
221 1 Calumet Ave. 1-6. Sintering Plant and BOF 12
109° 5.7
C Batterv and A and B Blast
Furnace
116° 5.4
Coke Oven 11 and BOF 14
90° 6.7
Nearest Road
Distance
Direction (M) Volume
*
W 24 4-lane, heavy
W 76 2-lane, moderate
S 46 2-lane, moderate
W IS 4-lane, heavy
X~ Indicates that data ftom this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this cite were
not employed in the 1978-1980 update.
-------
Hl-Vol Monitoring Sites in the Vicinity of inland Steel, East Chicago, IN (CoiicluJeil)
<; A n
Name find Addrest
Bearing
Distance
(Km)
Mcteis
Above
Ground
X #10 15178O006 Hcssville Fire Station Coke Ovens 6-10. Blast Furnaces
1323 16111]
X #11 151780007 GSA Building
3200 Sheffield
IN3
I
c_n
X #12 151780O08 13OO 141st St.
13OO 141st St.
1-6. Sintering Plant and EOF »2
3° 7.2
C Battery and A and B Blast
Furnace
358° 6,7
Coke Oven 11 and EOF M
10° 9.0
Coke Ovens 6-10. Blast Furnaces
1-6. Sintering Plant and BOF #2
80
6.0
C Battery and A and B Blast
Furnace
86° 5.4
Coke Oven 11 and EOF HI
70° 7.8
Coke Ovens 6-10. Blast Furnaces
1-6. Sintering jlant and BOF #2
65° 5.5
C Battery and A and B Blast
Furnace
68 4.6
Coke Oven 11 and BOF 04
58° 7.4
MSL
(M)
Meters
Above
Plant
Nearest Road
Site Description
Name
Distance
Direction (M)
Volume
Building roof
Building roof
Building roof
165th St.
Paved road
141st St.
3O 2-lane, moderate
2-lane, light
15 2-lanef moderate
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
rss
CTi
HI-Vol Monitoring Sites - Inland Steel, East Chicago, IN
#13
#14
#15
#16
SAROAD 1
13000
14000
15000
16000
Name and Address
Puk Maintenance Building
Mill Cite Inn
Wayne Ad«mi Buick Dealer
Car Wash
Field Elementary School
Dlitance
Bearing (Km)
64° 1.8
Coking Plant* 2 255° .92
Battery C 145° .3
Plant 12 355° 1.18
Meters Meters
Above MSI Above
Ground (M) Plant
4.5 180 0
4.3 179 -1
5.2 Unknown Unknown
9.0 ISO 0
Site Description
Rooftop Residential
Scaffold
Rooftop
Rooftop
Nearest Road
Distance
Name Direction (Meters) Volume
Pine Are. E 17
Dickey Rd. NE 14
Watllng St. "SE 65
Block SW 76
James Unknown Unknown
-------
Wind Data Representativeness
Station # Terrain Distance Rating
1, 3, 4, 13
14, 15, 16 VI G U
Comment: Monitor sites are less
subject to lake breeze than the
meteorological site; thus the
meteorology is of uncertain
representativeness.
N.B. See Table 5 in Methodology section.
Lake
Michigan
TSP roses for Inland Steel - East Chicago,
Indiana, for the period 1978-1980 for
cases of u>0.90. Each circle represents
50 yg/m3.
12-7
-------
Lake
Michigan
TSP roses for Inland Steel - East Chicago,
Indiana, for the period 1978-1980 for cases
of w>o.85. Special Study Sites. Each circle
represents 50
12-8
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Inland Steel--East Chicago
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Momtonr
#1
6
1
1
2
0
2
2
2
16
6
6
3
4
1
2
_0
54
ig site
#3
5
3
6
3
0
3
1
3
14
8
7
2
8
0
4
J^
68
NumDer
#4
4
1
1
1
0
2
1
3
16
7
7
1
4
1
2
_0
51
5
#13
0
1
4
1
1
1
2
2
2
1
0
0
1
0
0
_0
16
#14
0
0
3
0
0
1
0
0
1
1
0
0
1
0
0
£
7
#15
0
0
4
1
0
1
0
0
2
0
0
0
1
0
0
£
9
#16
0
0
4
1
1
1
2
2
2
1
0
0
1
0
0
_p_
16
12-9
-------
TSP 18 HONTH RUNNING GEOMETRIC MEANS (UG/HXX3) FOR INLAND STEEL CO, - EAST CHICAGO. IN
PO
350-
eee-
s
p
u
G
n
x
X
3
150
se-
BOOB
PRIMARY
'j'TTi1
o0 a
a
1973
VTT'A1
.
-H-Io
AA*A*A
LEGEND
SAROAt ID SITE ID
ISllSMil 1
1S118W64 3
O 15118e««6 4
1974
1975
1976
1977
1978
1979
198*
-------
TSP DATA SUMMARY FOR IMLAMD STEEL CO* - EAST CHICASD, IN
SAROAD STATION « 151180001 SITE ID # 01
UNITS : MICROGRAMS/M**3
YEAR 197? 1973 1974 1975 1976 1977 1978 1979 1990
n OF READINGS ! 61 53 61 52 55 *7 33 37 4*
GEOMETRIC MEAN: 119.fi 120.9 106.0 90.2 107.7 93.2 ****** ****** 100.4
GEOMETRIC S.D.: 1.7 1.4 1.5 1.5 1.6 1.5 ****** ****** l.q
HIGHEST 3Y
LARSEM iXTRP! 525. R 353.9 424.5 271.R 395.2 289.7 ****** ****** 540.3
1ST HIGHEST: 415.3 313.0 313.0 210.0 240.0 191.0 223.0 290.0 376.3
DATE : 7205?1 73121? 740529 75050S 761D15 77102B 7B0619 791?23 RHOll1)
2MD HIGHEST: 344.0 231.0 ?&9.o 194.0 220.0 172.0 212.0 229.0 265.0
DATE : 720331 731019 740?28 750319 760605 770419 7R0830 790912 B3032S
« 0" READIM3S
EXCEEDIMS 260 :61200001?
# OP READINGS
EXCEEDING 150 : IP 16 12 4 14 3 6 11 12
0- 65:
66-130:
131-195:
326-390:
391-455:
7
27
14
7
4
1
1
0
3
26
19
4
1
o
0
0
11
27
18
T
2
n
0
n
11
34
6
1
n
0
ri
n
9
?S
14
*
D
0
G
0
10
29
8
0
0
n
0
0
1
22
7
'
C
0
0
0
6
17
0
5
1
T
0
0
n
20
11
T
1
t
n
i
****** INDICATES MISSING OR INSUFFICIENT DATA
12-11
-------
YEAS
TSP DATA SUMMARY FOR INLAND STEEL C0» - EAST CHICASDt IN
SAPOAD STATION # 151180004 SITE ID # 03
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
READINGS :
60
53
56
36
80
GEOMETRIC MEAN: 142.2 152.7 ****** 117.4 155.0 126.0 138.1 ****** 160.7
GEOMETRIC S.D.: 1.8 1.6 ****** 1.8 1.6 1.5 1.7 ****** l.S
HIGHEST BY .,
LARSEN EXTR°: 805.2 564.9 ****** 612.1 589.8 407.0 628.8 ****** 626.0
IST HIGHEST:
DAT: :
478.0 430.0 463.0 701.0 432.0 301.0 372.0 33".0 398.0
720515 730128 740628 750319 761015 770425 780520 790918 800421
HIGHEST: 411.0 354.0 451.0 330.0 420.0 275.0 286.o 257.0 374.0
DATE : 720509 730814 740517 750307 760524 770413 780426 790310 80011C
# Oe READINGS
EXCEEDING 2SO :
n OF READINGS
EXCEEDING 150 :
27
29
10
21
17
28
26
18
11
RAMG"
0- 55:
56-130:
131-19*5:
196-260:
261-325*.
326-350:
391-455:
>455:
7
15
20
10
3
3
1
1
2
19
19
13
3
1
1
0
0
8
a
3
«i
3
1
1
9
?5
14
6
?
1
0
1
2
16
22
7
4
1
2
n
3
22
17
4
2
0
0
0
3
22
17
7
6
1
0
0
4
10
11
8
2
1
n
0
4
15
34
15
6
4
1
a
****** INDICATES MISSING OR INSUFFICIENT DATA
12-12
-------
YEAR
TSP DATA SUMMARY FO 151180006 SITE ID # 04
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
OF READTM3S :
59
57
59
57
45
33
GEOMETRIC MEAN: 98.2 105.5 109.2 83.9 106.5 83.3 ****** ****** 95.4
GEOMETRIC S.D.: 1.9 1.5 1.6 1.6 1.6 1.5 ****** ****** 1.6
HIGHEST 3Y
LARSEN EXTR0;
698.9 368.5 408.6 321.8 416.7 256.3 ****** ****** 354.5
IST HIGHEST:
DATE :
365.0 386.0 254.0 195.0 295.0 214.0 236.0 240.0 260.0
720427 730110 740517 750512 760611 770413 780619 791229 800221
2ND HIGHEST:
DATE :
353.0 . 308.0 250.0 17?.0 271.0 153.0 215.0 235.0 180.0
720521 730609 740628 750822 76P4Q6 770425 780905 790825 800720
« OF READIN3S
EXCEEDIMS 260
« OF REAHIM3S
EXCEEDING 150
17
14
11
RANGE
0- 65:
&s-i?o:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
18
19
13
3
4
f
0
0
7
38
q
1
2
1
T
n
7
30
19
4
0
0
0
0
17
•>.!
9
0
0
0
0
0
9
31
5
5
3
0
•»
0
11
30
3
1
0
0
0
0
8
1?
7
4
0
0
0
p
4
16
9
»
0
0
0
0
25
****** IMDIC6TES MISSING OR INSUFFICIENT DATA
12-13
-------
YEA*
DATA SUMMARY FOR IMLAN3 STEEL C0» - EAST CHICASOt
SAROAD STATION « 13000 SITE ID » 13
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979
1980
Or HEADINGS
43
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S • 3 • : ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 384.0
****** ****** ****** ****** ****** ****** ****** ****** 800709
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 309*0
****** ****** ****** ****** ****** ****** ****** ****** 3
n OF READIN3S
EXCEEDING 260
* OF HEADINGS
EXCEEDIM3 15D
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
f)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
9
23
3
5
1
a
a
****** INDICATES MISSING OR INSUFFICIENT DATA
12-14
-------
YEAR
TSP DATA SUMMARY FOR INLAND STEEL CO, - EAST CHICASDt IN
SAROAD STATION « 11000 SITE ID * 14
UNITS : 1ICR03RAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS
23
GEOMETRIC *1EAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»D»: ****** ****** ****** ****** ****** ****** ***i
•*** ******
HIGHEST 3Y
LARSEM EXTR"!
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 577*0
****** ****** ****** ****** ****** ****** ****** ******
2MO HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 435*0
****** ****** ****** ****** ****** ****** ****** ****** 80(1624
# OF READINGS
EXCEEDING 260
n OF READINGS
EXCEEDING 150
RANGE
0- 55:
66-130:
131-195:
196-2SO:
2&1-325:
326-390:
391-455:
>455:
n
0
n
a
0
0
0
c
0
0
0
0
0
0
0
0
0
0
o
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
n
p
0
Q
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
n
0
n
0
n
0
9
$
9
1
3
1
1
****** INDICATES MISSING OR IMSUFF Id TIMT DATA
12-15
-------
TSP DATA SUMMARY FOR INLAND STEEL C0« - EAST CHICAGO* IM
SAROAD STATION « 15000 SITE 13 « 15
UNITS : MICROGRA»*S/M**3
YEAR 1972 1973 1974 1975 1975 1977 1978 1979 1990
» OF READINGS'. 0 0 0 0 0 0 0 0 34
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»D»: ****** ****** ****** ****** ****** ****** ****** **i
HIGHEST 3Y
L.ARSEN EXTRP; ****** ****** ****** ****** ****** ****** ****** ****** ******
1ST HIGHEST! ****** ****** ****** ****** ****** ****** ****** ****** 733»H
DATE : ****** ****** ****** ****** ****** ****** ****** ****** 90071S
2ND HIGHEST! ****** ****** ****** ****** ****** ****** ****** ****** 612*3
DATE ! ****** ****** ****** ****** ****** ****** ****** ****** 30070?
* OF READINGS
EXCEEDING 2SO :0000000017
» Oc RFADIM3S
EXCEEDING 150 : 0 0 0 0 0 0 0 0 2«
RANG"
0- 65:
66-130:
131-195:
196-2SO:
2S1-325I
326-390:
391-455:
>455t
0
n
n
0
0
0
0
0
0
0
0
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
0
0
0
0
n
0
0
0
0
0
n
0
0
0
i
0
0
0
0
0
0
0
0
n
0
0
0
0
3
9
*•
->
7
'4
I
5
****** IMDICATES "ISSIMG OR INSUFFICIENT DATA '
12-16
-------
o
on
cr-
to
00
CO
in
O
2 O
«s en
_l o K:
2T \n «
1-1 ft *
£.
ce -s.
O V)
U. X
- *t CC
Cf tO
«s z o
son:
y t-> ti
3 i- 1-1
oo -i
cr o
UJ
li Ul
o o
X
IS. UJ
V
11
O 10
-l
cr r>
ui
u_ ui
O o
X
*t Ul
1.1
o
ir.
I
o
ID
in
ro
o in in
r^ IP in
K-. ^-
-------
24-HR STANDARD EXCF.EOANCE ROSE FOR
INLAND STEEL CO, - EAST CHICAGO, IN
(All Cases > 260 yg/m3 for 1972-1980)
x=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD »
SITE ID *
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NF COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SF COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNW .COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
151180001
1
w> = x
0
0.
0
0.
1
265.
0
0.
0
0.
0
0.
0
0.
0
0.
2
333.
0
0.
0
0.
0
0.
C
0.
0
0.
0
0.
0
0.
3
310.
u=x
5
341.
4
342.
3
311.
1
264.
0
0.
0
0.
0
0.
0
0.
1
374.
0
0.
0
0.
1
305.
1
?R7.
0
0.
3
277.
1
286.
20
318.
U = X
1
269.
0
0.
1
300.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
3*6.
0
0.
0
0.
0
0.
0
0.
n
0.
3
318.
u=x
0
0.
0
0.
0
0.
0
0.
0
0.
1
309.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
309.
u = X
0
0.
0
0.
1
309.
0
0.
0
0.
1
436.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
2
373.
U = X
0
0.
0
0.
2
589.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
n.
0
c.
0
0.
D
0.
2
"=89.
U
-------
24-HR STANDARD EXCFEDANCE ROSF FOR
INLAND STFEL CO, - EAST CHICAGO* IN
(All Cases > 260 yg/m3 for 1972-1980)
X=0.900
COUMT/AVERAGF TSF OF PRIMARY EXCEEDANCFS
SAROAD «
SITE ID »
DIRECTION
N COUNT:
AVF TSP:
NME COUNT:
AVF TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVF TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVF TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVF TSP:
NW COUNT:
AVF TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVF. TSP:
16000
16
w>=x
0
0.
c
0.
2
32?.
0
0.
c
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
fl.
0
0.
0
0.
0
0.
G
0.
2
32?.
uo
0
0.
1
281.
1
335.
0
D.
0
0.
0
0.
0
0.
0
0.
1
371.
0
0.
0
0.
0
0.
0
0.
0
0.
0
c.
0
0.
3
329.
12-19
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
INLAND STEEL COt - EAST CHICAGO, IN
(All Cases > 150 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD 1*
SITE ID #
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsu COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNU. COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
151180001
1
w>=x
2
170.
4
193.
2
228.
4
191.
0
0.
0
0.
1
1R3.
4
196.
9
220.
4
180.
1
158.
3
185.
1
159.
1
204.
0
0.
0
0.
36
196.
U = X
9
274.
10
251.
6
256.
2
230.
0
0.
4
205.
2
240.
1
?33.
7
224.
9
174.
5
171.
5
211.
9
212.
5
203.
6
248.
2
220.
82
224.
U = X
4
215.
2
211.
1
300.
3
217.
0
0.
0
0.
0
0.
2
197.
w
176.
2
213.
2
275.
2
183.
0
0.
1
228.
0
0.
1
177.
23
213.
U = X
0
0.
0
0.
1
193.
0
0.
0
0.
1
309.
0
0.
1
154.
1
192.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
4
212.
IKX
0
0.
0
0.
0
0.
1
174.
3
276.
1
298.
1
168.
2
207.
4
187.
1
279.
2
171.
1
164.
1
180.
0
0.
0
0.
2
249.
19
215.
14000
14
W> = X
0
0.
0
0.
2
266.
0
0.
0
0.
1
436.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
3
323.
y = X
0
0.
0
0.
3
443.
0
0.
0
0.
1
176.
0
0.
0
0.
1
163.
0
0.
0
0.
0
0.
0
0.
0
0.
0
n.
0
0.
5
334.
U
-------
?4-HR STANDARD EXCEEDANCE ROSE FOR
INLAND STEEL CO, - EAST CHICAGO, IN
(All Cases > 150 yg/m3 for 1972-1980)
XrQ.900
COUNT/AVFRAGF TSP OF SECONDARY EXCFEDANCFS
SAROAD *
SITE ID n
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
FSE COUNT:
AVF TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sy COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
u> =
c
0
i
21P
?
32B
0
0
0
0
1
156
C
0
0
0
1
163
0
0
0
0
0
0
0
0
0
0
0
c
0
0
5
239
16000
16
X U
-------
UPDATED AIR QUALITY EVALUATION - INLAND STEEL, EAST CHICAGO, INDIANA
Stations used in update:
Continued operation: #1, #3, #4
New stations: #13,* #14,* #15,* #16* (all 1980)
Discontinued stations: #13, #14, #15, #16 (all 1980)
Trends in geometric means:
Where concurrent records are available, the recent graphs of the running
12-month geometric means for stations #1, #3, and #4 continue to exhibit
similar long-term fluctuations. Stations #1 and #4 (where concurrent)
display nearly identical values; station #3 consistently displays much
higher values. The Spearman correlation coefficients for these three
records range from slightly negative to slightly positive (-0.31 to +0.24).
Station #13, #14, #15, and #16 were special study sites that were not in
service sufficiently long to generate suitable graphs.
Attainment status:
Stations #1, #3, and #4 were not in attainment of primary TSP standards for
the period. All four special study sites indicated nonattainment of the
24-hour primary standard.
Pollution roses:
Pollution roses for stations #1 and #3 offer recognizable impacts from
plant emissions. The pollution rose for station #4 does not indicate as
strong an impact. All three of these stations must rely upon relatively
infrequent wind sectors to differentiate impacts.
Pollution roses for stations #13, #14, #15, and #16 were constructed from
less than a year's worth of data, but indicate substantial impacts. The
roses for these four stations allow more reasonable separation between
Inland and J&l impacts.
Standard exceedance roses:
For station #3, 17 of the 20 excursions beyond the 24-hour primary standard
that occurred under steady winds involved wind directions that contained
the Inland facility alone or the Inland facility plus the J&L facility.
Stations #1 and #4 rarely suffered primary excursions that would involve
steady transport of emissions from either or both of these facilities.
* Special study sites.
12-22
-------
UPDATED AIR QUALITY EVALUATION - INLAND STEEL, EAST CHICAGO, INDIANA
Stations #13, #14, 15, and #16 were in operation only a short time, but all
24-hour primary excursions under steady winds involved directions that con-
tained at least one of the facilities.
BaP:
As part of the special study conducted by EPA Region V, BaP was measured
at stations #13, #14, #15, and #16 for 5 days in July 1979. The results
were divided into "downwind," "with wind," and "background" categories.
Downwind days were defined as having the 24-hour average wind direction
within _+ 10° of the station orientation from the plant. With wind days
had four or more hours within _+ 10°, while background days had winds
away from the station for the entire day. The results are summarized
below:
Range (ng/m )
Geometric mean
Downwi nd
Station
1.0-13.1
4.4
With Wind
Station
0.4-2.7
1.4
Background
Station
0.1-1.6
0.3
12-23
-------
INTERLAKE STEEL
Chicago, Illinois
EPA Region V
13-1
-------
IIi-Vol Sites in the Virtnlly of lu|prl.ike Steel - Chicago, Illinois
U)
no
#1
#2
#3
#4
X #5
X #6
X #7
SAROAD »
141220010
141220018
I41220O22
141220031
151780005
14)220016
IS1780001
Site Nmnr and Address
FeiiRerHiRli School *
1127.0 S. Wallace Avenue
Carver High Scliool *
801 E 133rd Street
Washington High School *
35()0 E. lllth Street
A (Mams Elementary
10RIOS. Avenue 11
Police F, File Station
2211 Calumet Avenue
Calumet High School
8131 S. May Avenue
Ooldblorts
5?O6 Hohman Avenue
Plant Ijomtlnn from Site
Bearing Distance (km)
Blast Fnrn 091° 7. 5
Coke 001° fi. 5
BOF 163° 3. 8
Blast Fnni 042° 5. 7
Coke 035° 5. 3
HOF 2fi9° 3. 1
RHst Furn 320° 1. 5
Coke 275° 2. 0
1WF 243° 8. 2
niastFum 263° 1.5
Coke ?42° 2- ">
IWF 238" 9. i
Blast fiini 3O3° 4.0
Coke 788° 4.H
IWF 255° 10.2
niast Furo 123° 10.3
Coke 130° 10,0
BOF 163° 10.2
Bla« Furn 345° 8. 7
Coke 3.38° 8.5
BOF 295° 9. 7
Elevation (m)
Above Cronml MSI. riant
IS 187 9
15 179 1
9 178 0
10 178 0
5 178 0
15 183 5
18 1 80 2
Site
Description
Roof mount
Uoof mount
Roof monnt
Roof mount
Roof mount
Roof mount
Roof mount
Nearest Hoadway
Name Direction/Distance (m) Volume
1 1 2th Street N 60 Moderate
11 3th Street S 60 Moderate
Wallace Street E 3O Moderate
paved road W nO Light
114th Street N 60 Moderate
S. Avenue O W 60 Heavy
lORHi Street N 45 Heaxy
S. Avenue II W 30 Moderate
Calumet Avenue W 15 Heavy
May Avenue W 30 Moderate
Hohman Avenue E 15 Heavy
* Critical Monitors
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at tills site. Based on die likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
!Ii-Vol Sites in the Vicinity of Wisconsin Steel, Chicago, Illinois
S A ROAD *
141220030
141220031
Site Name and Address
Anthony Elementary*
9800 Torrence Avenue
Addams Elementary
10810 S. Avenue H
Plant location fmm Site
Bearing Distance
17
co
-------
Wind Data Representativeness
Station # Terrain Distance Rating
I
VG
VG-6
3, 4
VII
Comment: Lake breezes influence
monitor sites #3 and #4 more than
they influence this meteorological
station, so the meteorology may often
be unrepresentative at those sites.
N.B. See Table 5 in
CO
-f=>
TSP roses for Interlake Steel - Chicago,
Illinois, for the period 1978-1980 for
cases of o»0.90. Each circle represents
50 wg/m3.
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Interlake Steel--Chicago, IL
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
VI
WNW
NW
NNW
Total
Monit
IL
9
2
5
6
1
1
3
3
32
15
11
6
14
2
7
1
118
oring b
#2
8
5
4
7
1
2
3
2
31
15
11
5
13
1
7
1
116
ite Num
#3
10
4
5
3
1
2
2
3
23
12
8
6
14
1
6
1
101
bers
#4
9
3
5
6
1
2
3
3
27
15
10
6
13
1
5
1
110
13-5
-------
TSP 12 HONTH RUNNING GEOMETRIC MEANS FOR INTERLMCE INC. - CHICAGO, IL
CO
I
309—
T tea.
S I!*
P
U
G
n
*
» lee-
5* —
e-
aoaoea
1973
""'
o-
1974
1975
1976
A
***
1977
1978
1979
LEGEND
SAROAD ID SITE ID
8
3
141889*18
D i4iazMaa
-------
TSP 13 MONTH RUNNING GEOMETRIC MEANS (UG/MSS3) FOR INTERLACE INC. - CHICAGO, IL
oo
i
200-
S 150~
P
U
Q
n
*
* 100-
3
-
50-
0 —
+++ ++
"^.-H+
PRIMARY
SECQHWRV . .
J A J 0
1973
^H**+ ++
+
J A J 0
1974
•+ +
++
+.t . i.
"*"i+:r
J A J 0
1975
++
X
l+++"'1^
J A J 0
1976
•H*"1"4*
h++ %•
"*•
J A J 0
1977
*H-
+"*" +"H-
+
J A J 0
1978
^"+*jj+- "****
TuF*~-t-.^t.
J A j 0
1979
•f H-^.-t- '^
+
+
j A J 0
1980
LEGEND
SAROAD ID SITE ID
+ 141880031 4
-------
YF.AR
TSP DATA SUMMARY FOR INTERLAKE INC. - CHICAGO* IL
SAROAD STATION # 141220010 SITE ID ft 01
UNITS t MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 19*0
ft OF READINGS : 137 113 116 103 113 106 102 108 53
GEOMETRIC 1EAN: 79.0 78.9 85.1 80.0 80.5 71.7 70.9 79.4 69.3
GEOMETRIC S.D.: 1.6 1.6 1.6 1.6 1.6 1.7 1.6 1.6 1.7
HIGHEST 3Y
LARSEN EXTRP:
323.3 292.2 335.3 307.6 343.7 314.9 284.9 295.5 335.3
IST HIGHEST:
DATE t
P70.Q 234.0 350.0 284.0 MO.O 291.0 209.0 240.0 180.0
720427 730224 740426 750518 761015 770128 780405 790S08 800527
2ND HIGHEST! 246.0 196.0 297.0 272.0 236.0 277.0 191.0 200.0 149.0
DAT-: t 720513 730715 741213 750214 760512 770522 780417 790720 800310
n OF READINGS
EXCEEDING 260 :
n 0F READINGS
EXCEEDING 150 :
1?
12
1
11
12
RANGE
o- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
54
63
14
5
1
0
0
0
38
58
15
•>
0
0
0
0
41
51
20
2
1
1
0
0
27
65
9
0
2
0
0
0
36
57
13
6~
1
0
0
0
51
41
9
3
2
n
0
0
50
40
11
1
0
0
0
0
35
60
11
p
0
0
0
0
21
27
5
1
0
n
0
0
****** INDICATES MISSING OR INSUFFICIFNT DATA
13-8
-------
YEAR
TSP DATA SUMMARY FOR INTERLAKE INC. - CHICAGOt IL
SAROAO STATION » 141220018 SITE ID # 02
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1930
« OF READINGS : 136
86 103 108 104 110
53
GEOMETRIC MEAN: 100.9 ****** 72.5 73.0 90.7 82.8 84.7 5B.7 95.9
GEOMETRIC S.D.: 1.7 ****** 1.7 1.6 1.6 1.6 1.6 1.6 1.3
HIGHEST 3Y
LARSON EXTRP:
457.8 ****** 334.1 290.8 390.6 341.4 308.3 352.9 552.2
IST HIGHEST:
DATE :
454.0 254.0 257.0 170.0 360.0 292.0 251.0 27?.0 377.0
7?05?3 730205 740601 750518 761015 770522 780628 790530 RQ0801
2ND HIGHEST:
DATE :
366.0 245.0 211.0 167.0 317.0 285.0 199.0 248.0 373.0
720521 730227 741628 750319 760512 770519 780417 790^22 800906
n OF READINGS
EXCEEDING 260 :
n 0= READINGS
EXCEEDING 150 :
25
10
14
13
12
10
RANGE
0
66
131
195
261
326
391
- 55:
-130:
-195:
-2so:
-325:
-390:
-455:
>455:
26
73
2Q
3
5
2
1
0
15
27
9
3
0
0
0
0
34
38
8
2
0
0
0
0
37
38
11
0
0
0
0
0
26
57
12
4
3
1
0
0
40
51
a
6
?
0
0
0
29
57
I'i
3
0
0
0
0
31
55
15
7
1
0
0
0
14
24
9
3
I
2
0
7
****** INDICATES MISSING OR INSUFFICIENT DATA
13-9
-------
YEAR
TSP DATA SUMMARY FOR INTERIAKE INC. - CHICAGO» IL
SAROAD STATION * 1*1220022 SITE ID * 03
UNITS : MICROGRAMS/W**3
1972 1973 197* 1975 1976 1977 1978 1379 1980
U OF READINGS I 136
98 115
113
88
S4
5?
GEOMETRIC MEAN: 13*.0 162.8 153.4 148.0 175.1 170.4 121.2 125.6 118.5
GEOMETRIC S.D.: 1.6 1.6 1.7 1.6 1.6 1.7 1.7 1.6 1.5
HIGHEST BY
LARSEN EXTRP:
562.4 700.6 750.0 562.0 710.5 837.8 540.9 490.1 419.2
IST HIGHEST:
DATE :
397.0 463.0 540.0 381.0 474.0 1106.0 517.0 325.0 231.0
720601 730513 740613 751105 760714 771118 780613 793MO S0100S
2ND HIGHEST:
:JATE :
320.0 422.0 506.0 367.0 452.0 688.0 278.0 294.0 226.0
72QR17 73071S 740228 750226 761223 771031 780601 790906 800310
» OF READINGS
EXCEEDING 2SP :
« OF READINGS
EXCEEDING 150 :
59
19
44
47
in
50
21
79
19
68
33
36
20
RANG"
0- 65:
66-130:
131-195:
196-250:
326-390:
391-455:
>455:
11
47
50
19
8
0
1
0
2
27
28
11
in
5
3
1
7
21
27
20
2
3
2
2
4
37
27
20
8
2
0
0
5
19
45
25
13
4
3
1
4
27
47
16
6
3
3
7
12
33
31
10
1
0
0
1
7
33
34
5
5
0
0
0
s
23
16
7
0
3
C
9
****** IMDICftTES MISSING OR INSUFFICIENT DATA
13-10
-------
YEAR
TS" DATA SUMMARY FOR INTFRLAKE INC. - CHICAGOt TL
SAROAD STATION ft 141220031 SITE ID # 04
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
READINGS : 136
98
97
97 117
114
92 104
55
GEOMETRIC MEAN: 115.5 122.4 129.1 105.4 131.2 118.2 107.9 107.3 94.4
GEOMETRIC S.D.: 1.6 1.7 1.5 1.5 1.7 1.7 1.5 1.5 1.6
HIGHEST 3Y
EXTRP:
490.8 556.5 411.8 379.1 575.4 546.0 345.6 369.2 362.3
IST HIGHEST:
DATE :
332.0 342.0 357.0 282.0 681.0 385.0 249.0 230.0 212.0
720525 731209 740228 751105 760912 770715 780908 790310 800626
HIGHEST: 309.0 299.0 318. o 229.0 494.0 351.0 244.0 220.0 iss.o
DATE : 720222 731025 741026 750304 761129 770531 780309 790927 80093D
n OF READINGS
EXCEEDING 2&3
« OF READINGS
EXCEEDING 150
40
34
35
17
51
34
19
21
RA^JGE
o- &5:
66-130:
131-1=55:
196-260:
261-325:
325-390:
391-455:
>455:
16
61
43
9
6
1
0
0
9
42
26
14
6
1
0
0
5
41
39
10
1
1
0
0
10
54
29
3
1
0
0
0
10
42
44
17
1
1
0
2
10
58
28
10
4
4
0
0
10
50
28
4
0
0
0
0
10
60
29
5
0
0
0
0
3
32
13
1
0
0
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
13-11
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
INTEKLAKE INC. - CHICAGO, IL
(All Cases > 260 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD
SITE ID
*
DIRECTION
N COUNT
AVF TSP
NNE COUNT
AVE TSP
NE COUNT
AVE TSP
ENE COUNT
AVE TSP
E COUNT
AVE TSP
ESE COUNT
AVE TSP
SE COUNT
AVE TSP
SSE COUNT
AVE TSP
S COUNT
AVE TSP
SSW COUNT
AVE TSP
sy COUNT
AVE TSP
WSW COUNT
AVE TSP
W COUNT
AVE TSP
WNU COUNT
AVE TSP
NW COUNT
AVE TSP
NNW COUNT
AVE TSP
ALL COUNT
AVF TSP
•
•
•
•
•
•
•
•
•
•
•
•
•
•
*
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
*
•
•
•
•
•
•
•
•
*
*
•
•
•
•
•
•
•
•
•
•
•
*
•
•
•
•
•
•
•
•
141220010
1
w> = x
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
0
0.
0
0.
0
0.
1
277.
1
284.
0
0.
2
301.
0
0.
0
0.
0
0.
4
291.
u = X
0
0.
0
0.
1
304.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
292.
0
0.
1
377.
1
360.
0
0.
0
0.
0
0.
4
333.
U = x
0
0.
2
482.
1
342.
0
0.
0
0.
0
0.
0
0.
1
688.
3
285.
8
324.
9
320.
14
345.
9
377.
6
435.
0
0.
1
601.
54
366.
W = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
681.
2
289.
2
284.
3
286.
4
359.
0
0.
0
0.
0
0.
12
343.
U
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
INTERLAKE TNC. - CHICAGOt IL
(All Cases > 150 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD ft
SITE ID »
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsu COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNU COUNT:
AVE TSP:
NW COUNT:
AVF TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
141220010
1
u>=x
0
0.
• 0
0.
0
0.
4
187.
0
0.
0
0.
0
0.
0
0.
2
165.
5
188.
2
233.
2
169.
3
252.
0
0.
0
0.
0
0.
18
199.
U = X
1
221.
1
162.
3
210.
7
200.
0
0.
0
0.
2
157.
1
164.
4
172.
6
203.
3
162.
3
262.
2
288.
0
0.
1
246.
0
0.
34
203.
U = X
2
171.
4
324.
2
287.
1
201.
G
0.
1
195.
2
200.
4
311.
23
197.
39
215.
21
256.
19
310.
25
263.
13
304.
7
212.
5
267.
168
249.
U = X
0
0.
2
162.
1
158.
1
159.
2
194.
1
205.
3
163.
2
163.
11
226.
28
192.
21
214.
18
219.
12
248.
5
182.
2
185.
0
0.
109
207.
U
-------
UPDATED AIR QUALITY EVALUATION - INTERLAKE STEEL, CHICAGO, ILLINOIS
Stations used 1n update:
Continued operation: #1, #2, #3, #4
New stations: None
Discontinued stations: None
Trends 1n geometric means:
Recent trend graphs of 12-month running geometric means for stations #1, #2,
#3, and #4 continue the general pattern established earlier. Stations #3
and #4 are 1n phase to substantial detail, following roughly a 3-year peak-
to-peak cycling; values at station #3 are consistently larger than those
at station #4. The Spearman correlation coefficients for these records
(-0.40 for #3, -0.44 for #4) Indicate a slight negative trend for the long
term. Peak values as well as minimum values are In general decline.
The recent trend graphs for stations #1 and #2 are everywhere much lower
than those of stations #3 and #4, and are generally 1n phase. The Spearman
correlation coefficients for these stations (-0.35 for #1, 0.30 for #2)
Indicate a divergence 1n trend, but both trends are slight.
Attainment status:
None of the stations discussed here are 1n attainment of primary TSP standards.
Pollution roses:
Recent pollution roses for stations #1, #2, #3, and #4 continue the general
pattern established earlier 1n that largest average TSP values under steady
winds come from directions containing the facility. Little Impact of the
Interlake BOF shop can be detected since there are no stations within close
proximity.
Standard exceedance roses:
Stations #3 and #4 received the largest number of excursions past the 24-hour
primary standard under steady winds during 1973-1980. Roughly half of the
exceedance cases at stations #3 and #4 occurred with wind directions that
would have transported Interlake emissions to these stations; the other half
occurred with wind directions from the Republic mill. Stations #1 and #2
suffered a much lower frequency of primary excursions under steady winds
(4 each), and station #2 recorded only one such excursion that may have
involved plant emissions; station #1 recorded none out of its four. Both of
these stations are much farther from the Interlake facilities than #3 or #4.
13-14
-------
JONES & LAUGHLIN STEEL
Aliquippa, Pennsylvania
EPA Region III
14-1
-------
Hi-Vol Monitoring Sites - J 6 L Steel, AHquippa, PA
#1
I
ro
SAROAD 1
390180507F01
39O440004F01
39044O509F01
Site Name
Ambrldge Port Office*
-
Baden (Copams)*
State Street School
Harmony & State Streets
Plant Location bom Site
Bearing Distance
(clockwke) (km)
Boilers
316° 1.2
Rest of Plant
From
348° 3.4
To
353° 5. 1
Boilers
192" 3.9
Reit of Plant
From
298° 1. 0
To
207° 1. 5
Boilers
2(B° 3.6
Rest of Plant
'fvKi
230° 1.6
to
310° l.S
Elevation
Height of Hl-Vol Elevation Dlff.
Inlet Above Ground Site -Plant
(m) (m)
5 12
5 0
1 IS
1 3
5 55
Site
Description
Building roof
(gravel)
Small gravel
plot
Rooftop
Nearest Roadway
Name Direction/Distance (m) Volume
Merchant WSW/9 Paved road,
Street moderate
traffic
SE/6 Paved road,
light traffic
NE/55 Paved road,
light traffic
llth Street NNW/122 Paved road,
moderate
traffic
SSE/9 Paved road,
light traffic
Rt. 65 W/8 Paved road,
Heavy traffic
Rt, 65 ENE/122 Paved road,
heavy traffic
Harmony N/84
Street
State St. E/152
* Denotes critical site.
-------
J &
Defines river valley
610 m
ps power plant
TSP roses for Jones & Laugh!in Steel -
Aliquippa, Pennsylvania, for the period
1978-1980 for cases of u>0.85. Each
circle represents 50 ug/m3.
14-3
-------
J &
Wind Data Representativeness
Station # Terrain Distance Rating
2, 3
II
B
II
D
VG
N.B. See Table 5 in Methodology section.
Defines river valley
610 m
\ ^ /I Phillips power plant
TSP roses for Jones & Laugh!in Steel -
AHquippa, Pennsylvania, for the period
1978-1980 for cases of u>0.85. Each
circle represents 50 ug/m3.
14-4
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Jones & Laughlln Steel--Aliqulppa, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mom torn
#1
11
49
2
2
0
1
1
3
4
2
3
4
1
3
5
_3_
94
ig bite
#2
7
41
0
0
0
0
0
2
1
1
0
1
0
0
2
_3
58
Numoers
#3
3
8
2
2
0
1
0
0
3
1
2
3
1
1
3
_1
31
14-5
-------
TSP 13 tlONTH RUNNING GEOMETRIC HEANS FOR J & L STEEL - ALIQUIPPA. PA
T
S
P
u
G
/
n
*
*
3
(ibB
see —
150 —
—
iee —
-
—
A
A
+-H-
PRIfWRY
SECQHPA8Y. . .
J'TT'A1
1973
. A* *A A
*
++4*+
+ *"
I1 'A1 'I11*1
1974
A
"%•
"V -K
"**
1975
«'*'V
A
, A
A
W*1*^*,
**
J A J 0
1976
' AA
•*-+*+-H-
+*•+•.
1977
»
A
A
A
. A
+ *«
I'T'l'V
1978
A**
k
J'T1!11*1
1979
I'T'l'T
198t
LEGEND
SAROAD ID SITE ID
3961M5t7 1
39«44*S«9
-------
YEAR
TSP DATA SUMMARY FOR J & L STEEL - ALIQUIPPA» PA
SAROAD STATION * 390180507 SITE ID » 01
UNITS t MICROGRAMS/H**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
tt OF READINGS
59
29
59
59
61
60
45
46
GEOMETRIC MEAN: 104.2 ****** 114.0 98.4 99.7 91.3 78.2 ****** 82.5
GEOMETRIC S.D.t 1.5 ****** 1.5 1.5 1.5 1.5 1.5 ****** 1.4
HIGHEST 9Y
LARSEM
336.1 ****** 365.0 310.8 324.7 278.9 268.0 ****** 233.4
IST HIGHEST:
DATE :
206.0 184.0 245.0 290.0 234.0 256.0 208.0 185.0 159.0
720104 730808 740228 750205 760623 770119 781104 790930 801030
2ND HIGHEST:
DATE :
182.0 175.0 201.0 226.0 222.0 232.0 184.0 151.0 147.0
7?0110 731025 740105 751003 760418 770419 7805?6 790509 801123
» OF READINGS
EXCEEDING 260 :
» OF READINGS
EXCEEDING 150 :
10
18
11
RANGE
0- 65:
66-130:
131-195:
196-2SO:
261-325:
326-390:
391-455:
>455:
8
31
19
1
0
0
0
0
4
21
4
0
0
0
0
0
4
32
19
4
0
0
0
0
5
26
9
1
1
0
0
0
10
34
12
3
0
0
0
0
14
39
6
2
0
0
0
0
18
36
5
1
0
0
0
0
12
29
4
3
0
0
0
0
12
32
2
D
0
0
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
14-7
-------
TSP DATA SUMMMY FOR J S, L STEEL - ALIQUIPPA, PA
SAROAD STATIOM « 390440004 SITE ID » 02
LIMITS : MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
«Or^EAlINIGS: 58 56 58 55 59 61 60 15 0
GEOIETRi: 1EAM: 146.2 151.? 138.2 124.5 144.4 138.6 69.9 ****** ******
GEOMETRIC S.D.: 1.6 1.4 1.6 1.5 1.6 1.6 1.7 ****** ******
HIGHEST 3Y
LARSEN EXTRP: 556.2 450.0 585.7 427.1 612.9 517.6 304.9 ****** ******
IST HIGHEST: 393.0 28a.o 2«s.o 328.o 440.0 359.0 192.0 19?.o ******
DATE : 720116 730110 740*29 750106 760611 770218 780824 790f21 ******
2MD HIGHEST: 358.0 267.0 270.0 279.0 422.0 316.0 154.0 157.0 ******
3flTE : 720310 730227 74C610 750118 7&0319 770131 780520 790539 ******
» Or READINGS
EXCEEDING 260 :52324700T
» 0~ 9EAD1MGS
EXCEEDING 150 : 28 33 27 20 32 26 2 2 0
o A \l G E
0- 65:
f.6-130:
131-195:
1 96-2^0:
261-355:
326-39C:
391-155:
>455:
3
21
If.
13
1
i
1
0
T
12
26
13
2
0
0
0
3
20
19
13
3
0
0
0
6
21
?2
4
1
1
0
0
3
19
23
10
0
2
2
0
4
22
24
4
6
1
0
0
27
25
8
0
0
0
0
0
1
12
2
3
0
0
0
0
0
n
T
rt
1
D
3
T
****** TVDICATES MUSING OR IMSIFFTCITNT DATA
14-8
-------
YEAR
TSP DATA SUMMARY FOR J & L STEEL - ALIQUIPPAt PA
SAROA3 STATION tt 390440509 SITE ID * 03
UNITS : MICROSRAMS/M**3
197? 1973 197* 1975 1976 1977 1978 1979 1980
READINGS
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S*D*: ****** ****** ****** **.
r*** ****** ****** ****** ******
HIGHEST BY
LARSEN EXTRP:
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST
DATE :
****** ****** ****** ****** ****** ****** ****** 147*0 306*3
****** ****** ****** ****** ****** ****** ****** 793212 90103D
2ND HIGHEST
DATE :
****** ****** ****** ****** ****** ****** ****** 145*0 171*0
****** ****** ****** ****** ****** ****** 799224 800801
« Oc HEADINGS
EXCEEDIMG 2SC :
* OF READINGS
EXCEEDING 150 :
RAM3E
0- 65:
66-130:
131-195:
196-260:
2*1-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
0
0
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4
7
3
0
0
0
0
0
8
27
3
0
1
1
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
14-9
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
J 8, L STEEL - ALIQUIPPAt PA
(All Cases > 260 yg/m3 for 1972-1980)
X=0.850
COUNT/AVFRAGE TSP OF PRIMARY EXCEEDANCES
SAROAD «
SITE ID *
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVF TSP:
NE COUNT:
AVE TSP:
ENF COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
su COUNT:
AVE TSP:
wsu COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UMW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
39018
1
w> = x
0
0.
0
0.
0
0.
p
c.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
c.
0
0.
0
0.
0
0.
0
0.
0
0.
0507
u = X
0
0.
0
0.
0
0.
1
?67.
0
0.
0
0.
0
0.
1
267.
3
375.
1
270.
2
29P.
2
278.
2
372.
0
0.
0
0.
0
0.
12
319.
0004
W = X
C
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
c.
0
0.
1
306.
0
0.
n
0.
c
c.
0
0.
1
306.
509
w
-------
24-HR STANPART EXCFFPANCF. PCSE F-CP
J £ L STEEL - ALIGUIPPAt PA
(All Cases > 150 ug/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSF OF SECONDARY EXCEEDANCFS
SAROAD «
SITE ID n
PIPECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NF COUNT:
AVE TSP:
FME COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVF TSP:
SF COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVE TSF:
u COUNT:
AVE TSP:
UN>W COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
39G
w> =
2
18."
1
208
1
189
0
n
0
0
0
0
1
IP, 2
2
19?
4
185
0
n
6
194
?
193
2
185
1
155
0
n
1
172
23
1*8
180507
1
X U = X
0
0.
1
154.
1
186.
1
?67.
0
0.
0
0.
2
207.
3
214.
8
282.
7
200.
16
208.
13
21R.
p
226.
7
185.
1
154.
0
0.
68
?17.
0004
w = X
0
0.
c
0.
0
0.
0
0.
c
n.
0
0.
n
0.
c
0.
0
0.
0
n.
0
0.
1
306.
ft
0.
0
0.
1
157.
C
n.
?
2??.
0509
IKX
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
160.
0
0.
0
0.
1
171.
0
0.
0
0.
c
0.
p
166.
14-11
-------
BAP I10NTHLV ARITHMETIC MEANS (NGTIXSS) FOR J & L STEEL - ALIQUIPPA, PA
ro
C
0
N
C
E
N
T
R
A
T
I
0
N
N
G
10 —
8 —
6
4-
2-
e-
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
J A J 0
1977
J A J 0
1978
A
A
-
A
-H-
J A J 0
1979
A
A
A
A
A
A A
A
J A J 0
1980
LE6END
SAROAD ID SITE ID
390440004 0S
A 390440509 03
-------
J &
Defines river valley
610 m
\
Phillips power plant
BaP roses for Jones & Laugh!in Steel -
Aliquippa, Pennsylvania, for the period
1978-1980 for cases of w>0.85. Each
circle represents 35 ng/m^.
14-13
-------
UPDATED AIR QUALITY EVALUATION - J&L STEEL, ALIQUIPPA, PENNSYLVANIA
Stations used in update:
Continued operation: #1
New stations: #3 (1979)
Discontinued stations: #2 (1979)
Trends in geometric means:
The cyclic pattern in running 12-month geometric means established
earlier changed abruptly in early 1978. Values at site #2 declined
rapidly throughout 1978 to meet those recorded at site #1.
The Spearman correlation coefficient for station #1 was -0.88, indi-
cating a strong long-term negative trend. Station #2 indicated a
moderate negative trend. Its Spearman correlation coefficient was
-0.57.
Attainment status:
Station #1 was not in attainment of primary TSP standards in 1978
and 1980; insufficient data was collected in 1979 to make any esti-
mates. Station #2 was not in attainment of primary TSP standards in
1978; insufficient data was collected in 1979 to make any estimate.
Station #3 provided insufficient data in 1979 and 1980 to estimate
attainment status.
Pollution roses:
Recent pollution roses for stations #1 and #2 continue the general
pattern developed earlier. Impacts from plant emissions are most
readily discerned from station #2. The average TSP levels associated
with such impacts are less than the pre-1978 levels, but still sub-
stantially above nonplant directions. TSP levels from nonplant direc-
tions are relatively unchanged from pre-1978 and are not very different
from those for any direction at site #1.
Although the record from site #3 is incomplete, its pollution rose
compares favorably with that of station #2.
Standard exceedance roses:
Two-thirds of the primary 24-hour standard exceedance cases at station #2
occurred with winds carrying HP!! emissions toward the station. The sole
cases of primary standard exc5.rar.ee at station #3 occurred with persistent
winds blowing from the direction of the coke ovens.
14-14
-------
BaP:
BaP was sampled at station #2 (1978-1979) and station #3 (1979-1980).
Monthly averages were relatively high, especially during the operation
of station #3 when values 1n excess of 20 ng/m3 were not uncommon.
The BaP pollution rose for station #3 Indicates largest contributions
(the westerly case was Inflated by one episode 1n excess of 250 ng/m3)
from the JAL coking facility. The BaP pollution rose for station #2 does
not Indicate a substantial Impact.
14-15
-------
JONES & LAUGHLIN STEEL
East Chicago, Indiana
EPA Region V
15-1
-------
Hi Vol Monitoring Sites - Jones and Laughlin, East Chicago, Indiana
SAROAD 1
1S1180O01 *
'
151180003 *
151180004 *
151180006 *
151180007
151780001
151780O02
151780004
151780005
151780006
15178O007
151780008
Site Name and Address
Central Fire Station *
405 E. Columbus Drive
Marktown*
Broad and Pine Marktown
Field School *
Block and James
Franklin School *
Alder and 142nd
Roxanna
Roxanna and Walsh
Goldblotts
5206 Hohman
City Hall
5935 Calumet Ave.
Purdue
2233 17lst St.
Police and Fire Station
2211 Calumet Ave.
Hessville Fire Station
3323 165th Street
GSA Building
3200 Sheffield
1300 141st Street
Plant Location from Site
Bearing Distance
29° 3.4km
64° 1.8km
330° 2.0km •
345° 5. 5 km
30° 6.4km
51° 7.5km
35° 8. 2 km
12° 9. 2 km
105° 6. 8 km
358° 7. 8 km
73° 5.5km
55° 5. 2 km
Elevation
Above Ground MSL Plant
10 ISO 0
4 180 0
' 9 _ 180 0
9 180 0
,
4 180 0
15 180 0
11 181 2
10 184 3
5 ISO 0
5 181 2
3 180 0
5 178 -2
Site
Description
Building Roof
Building Roof
Building Roof
Building Roof
Building Roof
Building Roof
Building Roof
Building Roof
Building Roof
Building Roof
Building Roof
Building Roof
Nearest Roadway
Name Direction/Distance Volume
E. Columbus Dr. S 30 m 2-lane
heavy
Broad St. E 12 m 2-lane
moderate
Pine Street SE J2m 2-lane.
* * •
-------
cn
co
Hi V«l Monitoring Sit el - lames and Langhlin, Eait Chicago, Indiana
#13
#14
#15
#16
SAROAD t
13000
14000
15000
16000
Site Name and Adateai
Park Maintenance Building
Mill Gate Im
Wayne Adams luick Dealer
Cat Wash
Field Elemental? Scanl
Plant Ucatin from Site
Bearing DUtnce
CoMng 75* US km
CotdMf235* l.ikm
UJ«otm
Old.g 137* 1.5 km
ElevatUn
Above Ground MSL Plant
4.5 55 0
4.3 179 1.5
5. 2 Unknown Unknown
9 180 0
Site
Description
Rooftop
Reddential
ScaffoU
Rooftop
Rooftop
Neaie* R«a4way
Name DlrectloB/Dbtanee Valume
Fine Are. E 17m
Dickey Rd. NE 14m
Wetting St. SE <5m
Block Are. SW 7Cm
-------
1, 2, 3, 4,
13, 14, 15,
16
VI
U
Comment: Monitor sites are less
subject to lake breeze than the
meteorological site; thus the
meteorology 1s of uncertain
representativeness.
N.B. See Table 5 1n Methodology section.
Lake
Michigan
TSP roses for Jones & Laugh!in Steel - East
Chicago, Indiana, for the period 1978-1980
for cases of u)>0090. Each circle represents
50 yg/m3.
15-4
-------
Lake
Michigan
TSP roses for Jones & Laughlln Steel - East
Chicago, Indiana, for the period 1978-1980
for cases of u>0.85. Special Study Sites.
Each circle represents 50 ug/m3.
15-5
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Jones & LaughHn Steel--East Chicago, IN
Wind *
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
#1
6
1
1
2
0
2
2
2
16
6
6
3
4
1
2
_0
54
Ml
#2
6
3
6
3
0
3
2
4
17
8
8
4
9
0
4
_^
78
am tor
#3
5
3
6
3
0
3
1
3
14
8
7
2
8
0
4
_1_
68
ing si
#4
4
1
1
1
0
2
1
3
16
7
7
1
4
1
2
_0
51
te Numo
#13
0
1
4
1
1
1
2
2
2
1
0
0
1
0
0
_0
16
ers
#14
0
0
3
0
0
1
0
0
1
1
0
0
1
0
0
p_
7
#15
0
0
4
1
0
1
0
0
2
0
0
0
1
0
0
p_
9
#16
0
1
4
1
1
1
2
2
2
1
0
0
1
0
0
_0
16
15-6
-------
TSP IS nONTH RUNNING GEOMETRIC HEANS FOR J + L STEEL - EAST CHICAGO. IL
en
T
S
P
U
G
n
x
X
3
c»w —
280 —
—
1 Cft ^-^
19O
•™
-
108 —
—
~™
—
58 —
a o
"a "
•H-+ °Qon
Ai. *• *
******
PRIMARY
«6QNJ>fMK
i11*",!"^
a
o°o
O ^A&A
A* *
A A
A** +
'+*•+• ++
•f
+
J'TT'J1
k Oo
A D
A a
a
A
+ **AA*A*
v***+*
j"A"i"ol
a
o
o
0°
a a o
nD° AA **:
•A*/1*-1*** +
'*&
i"A"l"4'
o
0° °
BO
a
o
a
*?**
***s
J"A"i"i'
a •
I*"
|00a°
A
AA
J A J 0
o°a
a
0
Q
A
lit 1
**f++
I'T']"*'
OB
a
aa a
BO
A
, t t +
AA +
i'T'i"*1
1973
1974
1175
1976
1977
197S
If7f
ISM
LEGEND
SAROAD ID SITE ID
+- 151189M1 1
1511MM3 a
1511MM4 3
-------
TSP 12 flONTH RUNNING GEOflETRIC HEANS (UG/nXS3> FOR J + L STEEL - EAST CHICAGO, IL
en
i
00
T
S
P
u
G
/
fl
t
t
3
db« —
ise-
-
i«e-
-
-
-
se-
"**%• +
+. ,..*
PRIHARV
CC* P^tftfnADU
™^lf ^PVt"5 1
JA 1 A
1973
++-N-H-+.
+V
JA f A
1974
*+\
+
*"*"**'
JA t A
1975
++v~
•H- •*•
++
1976
*»**+
++H-
+
1977
-4-
197S
JA t A
1979
+*H*+
++
JA 1 A
19M
LEGEND
SAROAD ID SITE ID
+- 1511MM6 4
139M 13
14M« 14
-------
YEAR
TSP DATA SUMMARY FOR J + L STEEL - EAST CHICAGO* IL
SAROAO STATION * 151180001 SITE ID * 01
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
« OF READINGS
53
61
52
55
33
37
GEOMETRIC MEAN: 119.6 120.9 106.0 90.2 107.7 93.2 ****** ****** 100.4
GEOMETRIC S.D.! 1.7 1.4 1.6 1.5 1.6 1.5 ****** ****** l.fl
HIGHEST 3Y
LARSEN E
525.8 353.9 424.5 271.8 395.2 289.7 ****** ****** 540.3
IST HIGHEST:
DATE :
415.0 313.0 313.0 210.0 240.0 191.0 223.0 290.0 376.0
720521 731212 740529 750506 761015 771028 7R0619 791223 S00110
2ND HIGHEST:
DATE: :
344.0 231.0 269.0 194.0 220.0 172.0 212.0 229.0 265.0
720331 731019 740228 750M9 760605 770419 780*30 790912 S00329
* OF READINGS
EXCEEDING 260
« OF READINGS
EXCEEDING 150
18
12
14
11
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
7
27
14
7
4
1
1
0
3
26
19
4
1
0
0
0
11
27
18
3
2
0
0
0
11
34
6
1
0
0
0
0
9
28
14
4
0
0
0
0
10
29
8
0
0
0
0
0
1
22
7
j
0
0
0
0
6
17
6
5
1
0
0
0
10
2C
11
*
1
1
n
0
****** INDICATES MISSING OR INSUFFICIENT DATA
15-9
-------
TSP DATA SUMMARY FOK J * L STEEL - EAST CHICAGO* IL
SARQAD STATION ft 151180003 SITE ID * 02
LIMITS : *ICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
» OP HEADINGS : 60 57 52 53 56 50 61 39 8*
GEOMETRIC 1EAM: 119.3 123.8 137.4 98.8 111.9 92.0 115.3 ****** 123.4
GEOMETRIC S.D.: 1.7 1.6 1.9 1.7 1.7 1.5 1.7 ****** 1.7
HIGHEST 3Y
LARSENJ EXTRP! 524.9 498.2 fif-0.1 437.6 530.1 301.6 517.0 ****** 539.3
IST HIGHEST: 483.0 388.0 412.0 258.0 445.0 206.0 393.0 375.0 329.0
DATE : 720427 731212 740710 750729 760611 770419 780619 790322 800624
2ND HIGHEST: 342.0 383.n 35R.O 257.0 376.0 193.0 296.0 298.0 301.0
DATE : 720328 730913 740716 750909 760605 770401 780408 790825 800221
« OF READINGS
EXCEEDING 260 :52903023f.
tf Op HEADINGS
EXCEEDING 150 : 21 18 23 10 14 5 19 9 29
0- 65:
66-130:
131-195:
196-25.0:
261-325:
326-390:
391-455:
>455:
4
33
16
?
3
1
0
1
4
30
13
1
0
?
o
0
6
16
12
9
5
3
1
0
12
30
4
7
0
0
0
0
7
30
11
5
0
?
1
0
10
29
10
1
0
0
0
0
11
23
19
6
1
0
1
0
8
18
8
2
2
1
0
0
If?
28
35
5
5
1
0
0
INIDKATES HISSING OR I \SUCFI C T FNT TATA
15-10
-------
YEAR
TSP DATA SUMMARY FOR J + L STEEL - EAST CHICAGO* IL
SAROAD STATION tt 151180004 SITE ID # 03
UNITS t MICR03RAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
* OF READINGS t
58
29
58
36
80
GEOMETRIC MEAN: 142,2 152.7 ****** 117.4 155.0 126.0 138.1 ****** 160.7
GEOMETRIC S.D.: 1.8 1*6 ****** 1.9 1.6 1.5 1.7 ****** 1.6
HIGHEST BY
LARSEN EXTRP:
IST HIGHEST:
DATE :
805.2 564.9 ****** 612.1 589.8 407.0 628.8 ******
626.0
478.0 430.0 463.0 701.0 432.0 301.0 372.0 335.0 398.0
720515 730128 740628 750319 761015 770425 780520 793919 900421
2ND HIGHEST:
DATE :
411.0 354.0 451.0 330.0 420.0 275.0 286.0 287.0 374.0
720509 730814 740517 750307 760524 770413 780426 790310 800110
» OF 3EADIN3S
EXCEEDING 260
* OF READINGS
EXCEEDING 150
27
10
21
17
28
16
26
18
11
RAMGE
0- 65:
«,6-130:
131-195:
19i-260:
261-325:
326-390:
391-455:
>455:
7
15
20
10
3
3
1
1
2
19
19
13
3
1
1
0
0
8
8
3
5
3
1
1
9
'5
14
6
2
1
0
1
?
16
22
7
4
1
2
0
3
22
17
4
2
0
0
0
3
22
17
7
6
1
0
0
4
10
11
8
?
1
0
0
n
16
34
15
?.
'4
1
0
****** INDICATES MISSING OR INSUFFICIENT DATA
15-11
-------
TSP DATA SUGARY FOR J + L STEEL - EAST CHICAGO, IL
SAROAD STATION « 151180006 SITE ID * 04
UNITS : MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1379 1980
# OF RFADIN3S : 59 57 59 53 57 45 37 33 44
GEOMETRIC MEAN: 98.2 105.5 109.2 83.9 106.5 83.3 ****** ****** 95.^
GEOMETRIC S.3.: 1.9 1.5 1.6 1.6 1.6 1.5 ****** ****** i. e,
HIGHEST 3Y
LARSEN! EXTRPt 698.9 36ft.5 408.6 321.8 416.7 256.3 ****** ****** 354.S
1ST HIGHEST: 365.0 386.0 254.0 195.0 ?95.0 214.0 236.0 240.0 260.0
3ATE : 720427 730110 740517 750512 760611 770413 780619 791229 800221
2ND HIGHEST: 353.0 309.0 2?o.o 173.0 271.0 153.0 215.0 23S.O iso.o
DATE : 720521 730609 740628 750822 760406 770425 780905 790825 BQ072C
* OP * EAT I MBS
EXCEEDING 2SO :630030000
8 OP READINGS
EXCEEDING 150 : 17 7 14 5 11 2 7 9 5
RANG:
o- S5:
S6-130!
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
18
19
13
3
4
?
0
0
7 7
3B 30
8 18
1 4
2 fl
1 0
0 0
0 0
17
27
9
0
0
0
0
0
9
31
9
5
3
C
0
0
11
30
3
1
0
0
0
0
8
18
7
4
0
0
0
0
4
16
9
4
0
0
0
n
s
25
in
l
0
0
•>
n
****** INDICATES HISSING OR INSUrFICIFNT DATA
15-12
-------
YEAR
TSP DATA SUMMARY FOR J * L STEEL - EAST CHICAGO, IL
SAROAD STATION » 13000 SITE ID * 13
UNITS : MICROGMMS/M**3
1972
1973 197* 1975 1976
1977
1978 1979 1980
* OF READINGS
GEOMETRIC MEAN! ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»D»: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 38^»0
****** ****** ****** ****** ****** ****** ****** ****** Q00709
HIGHEST: ****** ****** ****** ****** ****** ****** ****** ****** 309»n
DATE : ****** ****** ****** ****** ****** ****** ****** ****** 80062^
» OF READINGS
EXCEEDING 260
* OF READINGS
EXCEEDIMG 150
23
RANG"
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****** INDICATES MISSING OR INSUPF1CIENT DATA
15-13
-------
DATA SUMMARY FOR J + L STEEL - EAST CHICAGO* II
SAROAO STATION * 14000 SITE ID * 1*
UNITS : MICROGRAMS/M**3
YEAR 197? 1973 1974 1975 1976 1977 19-78 1979 1980
n Or *EADIN3S : 00000100 23
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S«D«: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP! ****** ****** ****** ****** ****** ****** ****** ****** ******
1ST HIGHEST: ****** ****** ****** ****** ****** ****** ****** ****** 577.0
DATE : ****** ****** ****** ****** ****** ****** ****** ****** 900S25
2ND HIGHEST: ****** ****** ****** ****** ****** ****** ****** ****** 435,3
DATE : ****** ****** ****** ****** ****** ****** ****** ****** ^ Q g s ? *
* 0- READINGS
EXCEEDING 260: 0 0 0 0 0 0 0 0 S
» Op READIM3?
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15-14
-------
YEAR
TSD DATA SUMMARY FOR J + L STEEL - EAST CHICAGO* IL
SAROAD STATION « 15000 SITE ID » 15
UNITS t MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
» OF READINGS
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S • D • I ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEN EXTR°:
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 733.0
****** ****** ****** ****** ****** ****** ****** ****** *0071£>
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** ****** 612.0
****** ****** ****** ****** ****** ****** ****** ****** 800702
» OF READINGS
EXCEEDING 260
* OF READINGS
EXCEEDING 153
17
RAMGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
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15-15
-------
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*
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
J * L STEEL - EAST CHICAGO, IL
(All Cases > 260 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD *
SITE ID *
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
usu COUNT:
AVE TSP:
u COUNT:
AVF: TSP:
WNU COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
151180001
1
u>=x
0
0.
0
0.
1
265.
0
C.
0
0.
0
0.
0
0.
0
0.
2
333.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
3
310.
y=x
0
0.
0
0.
2
?02.
3
316.
0
0.
1
329.
0
0.
1
349.
0
0.
0
0.
0
0.
0
0.
0
0.
1
295.
1
276.
0
0.
9
311.
0003 151180004
3
u = x
0 5
0. 341.
0 4
0. 342.
2 3
346. 311.
1 1
375. 264.
5 0
344. 0.
3 0
32R. 0.
0 0
0. 0.
0 0
0. 0.
1 1
393. 374.
1 0
279. 0.
0 0
0. 0.
1 1
445. 305.
0 1
0. 287.
0 0
0. ?.
1 3
266. 277.
1 1
265. 286.
16 20
33°. 318.
U = X
1
269.
0
0.
1
300.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
386.
0
0.
0
0.
0
0.
0
0.
0
0.
3
?lft .
80006
4
U =
0
0
0
0
0
0
0
0
0
0
1
309
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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1
309
X U = X
0
0.
0
0.
1
309.
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0
0.
1
436.
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0
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0.
0
p.
0
0.
0
0.
C
0.
0
0.
0
0.
2
373.
4000
U
-------
24-HR STANDARD EXCEECANCE ROSE FOR
J * L STEEL - EAST CHICAGO* IL
(All Cases > 260 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD «
SITE ID n
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
EME COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVF TSP:
sw COUNT:
AVF TSP:
usw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
w> =
0
0
0
0
2
5?9
0
0
p
0
n
0
0
0
n
0
0
0
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0
0
0
c
n
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0
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0
c
e
0
0
2
589
15000
15
X U = X
0
0.
0
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2
328.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
2
?2ff.
16000
6
W
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
J + L STEEL - EAST CHICAGO* IL
(All Cases > 150 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD »
SITE ID «
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENF COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
151180001
1
W> = X
2
4
193.
2
228.
4
191.
0
0.
0
0.
1
183.
4
196.
220.
4
180.
1
3
185.
1
159.
1
204.
0
0.
0
0.
36
196.
U = X
0
0.
2
195.
6
223.
5
285.
0
0.
1
329.
4
186.
4
220.
9
204.
a
195.
3
172.
2
196.
2
179.
1
295.
1
276.
1
232.
49
216.
W = X
9
274.
10
251.
6
256.
230.
0
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4
205.
2
240.
1
233.
7
224.
5
174.
5
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5
211.
q
212.
5
203.
6
248.
2
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82
224.
U = X
4
215.
2
211.
1
300.
3
217.
P
0.
0
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0
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2
197.
3
176.
2
213.
2
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2
183.
0
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1
228.
0
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1
177.
23
U = X
0
0.
0
0.
1
193.
0
0.
0
0.
1
300.
0
0.
1
154.
1
192.
0
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0
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0
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0
0.
0
0.
0
0.
n
0.
4
212.
U = X
0
P.
0
0.
2
266.
0
0.
0
C.
1
436.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
p.
0
0.
3
323.
U
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
J + L STEEL - EAST CHICAGOt IL
(All Cases > 150 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD *
SITF ID «
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
Avr TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
Avr TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNU C-OUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVF TSP:
i
15
w> = x
0
0.
0
0.
3
443.
P
P.
0
0.
1
17ft.
0
0.
0
0.
1
163.
0
0.
0
0.
c
c.
0
D.
n
0.
0
0.
f)
0.
c
334.
5000
U = X
0
0.
1
21?.
2
328.
0
0.
0
0.
1
156.
0
0.
0
0.
1
163.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
5
239.
1.6000
6
w
-------
UPDATED AIR QUALITY EVALUATION - J&L STEEL, EAST CHICAGO, INDIANA
Stations used In update:
Continued operation: #1, #2, #3, #4
New stations: #13,* #14,* #15,* #16* (all 1979)
Discontinued stations: #13, #14, #15, #16 (all 1979)
Trends in geometric means:
The cyclic pattern in running 12-month geometric means established earlier
continues. The curves for stations #1, #2, #3, and #4 are essentially in
phase with a general tendency for station #3 to have highest values, and
stations #1, #2, and #4 much closer to each other and substantially below
values for station #3.
Stations #1 and #2 evidenced a slight negative overall trend (Spearman
correlation coefficients of -0.31 and -0.22, respectively). Stations #3
and #4 evidenced a slight positive trend (Spearman correlation coefficients
of 0.24 and 0.18, respectively). However, visual inspection argues for
essentially no trends. Insufficient information is available to determine
the reason for the values at stations #1, #2, and #3 being higher in 1980
than in the early part of 1979.
Stations #13, #14, #15, and #16 had not been in service sufficiently long
to generate suitable data to evaluate trends.
Attainment status:
Where adequate data exists, stations #1, #2, #3, and #4 are not in
attainment of primary TSP standards. Stations #13, #14, #15, and #16,
despite their short period of record, also indicate nonattainment of
the primary 24-hour standard.
Pollution roses:
Among the continuing monitors, station #2 appears to be best situated to
isolate contributions from the J&L facility. Stations #13 and #14 are
also well placed to depict this impact. However, strict isolation
depends upon relatively infrequent wind directions.
Patterns established in pre-1978 data essentially remain except that
substantial TSP levels no longer seem to occur with northwesterly winds.
* Special study sites.
15-21
-------
Standard exceedance roses:
Of 120 recorded excursions beyond primary 24-hour TSP standards at the
stations discussed above, only 42 occurred under wind conditions deemed
to be steady. At station #2, nine primary excursions occurred under steady
winds. Five of these were associated with wind directions that largely
Involved the J & L facility; an additional excursion occurred under
conditions that would Involve the Inland Steel facility.
Of the special study sites, station #14 best differentiates the Impacts
of the two mills. One excursion at this site largely Involved the J A L
facility; the other excursion under steady winds largely Involved the
Inland Steel facility.
BaP:
As part of the special study conducted by EPA Region V, BaP was measured
at stations #13, #14, #15, and #16 for 5 days 1n July 1979. The results
were divided into "downwind," "with wind," and "background" categories.
Downwind days were defined as having the 24-hour average wind direction
within + 10° of the station orientation from the plant. With wind
days hadf four or more hours within +_ 10°, while background days had winds
away from the station for the entire day. The results are summarized
below:
Downwind With Wind Background
Station Station Station
Range 1.0-13.1 0.4-2.7 0.1-1.6
(ng/m3)
Geometric 4.4 1.4 0.3
Mean
15-22
-------
JONES 4 LAUGHLIN STEEL
Pittsburgh, Pennsylvania
EPA Region III
16-1
-------
Hi-Vol Monitoring Site* - J G L Steel, Pittsburgh, PA
#1
I
ro
#2
S A ROAD f
397260006G01
397260027G01
Site Name
Oakland (eM site)
Oakland (new site)
3333 Forbes Ave.
*
Plant Location bom Site
•earing Distance
(clockwise) (km)
Rest of Plant
From
o
198 1.2
To
o
160 3.0
Blast Furnaces
160° 1.4
Rest of Plant
From
o
197 1. 1
To
O ft ft
159 2.9
Blast Furnaces
159° 1.3
Elevation
Height of Hl-Vol Elevation Dlft
Inlet Above Ground Site -Plant
(m) (m)
13 49 coke ovens
52 rest of mill
16 49 cake ovens
52 rest of mill
/
Site
Description
building roof
(gravel)
building roof
(gravel)
Nearest Roadway
Name Direction/Distance (m) Volume
All traffic flow data are simulated counts.
McKee PI. NNE/153 paved road,
moderate traffic
Forbes Ave. ESE/6 paved road.
moderate traffic •
5th Ave. NW/116 paved road,
moderate traffic
11,606 vehicles/
day
Blvd. of the
Allies S/366 paved road,
heavy traffic
20, 780 vehicles/
day
Parkway East
SSW/610 paved road,
heavy traffic
42,462 vehicles/
day
NE/5 paved drive
light traffic
Forbes Ave SE/9 paved road,
moderate traffic
NW/11 paved drive,
light traffic
5th Ave NW/92 paved road, mod.
traffic, 11,606
vehicles/day
Blvd. of the
Allies S/27S paved road,
heavy traffic,
20, 780 vehicles/
day
Parkway East
SSW/488 paved road,
heavy traffic,
42,462 vehicles/
day
(continued)
-------
Hi-VoI Monitoring Sites - I C L Steel, Pittsburgh, PA (continued)
CTl
CO
#4
S A ROAD IT
397260012G01
397260004 G01
397260022G01
Site Name
Hazelwood (old site)*
Hazetwood and Second Ave.
Hazelwood (new site)
5001 Second Ave.
Hazelwood 2
327 Hazelwood Ave.
(Gladstone High School)
Plant Ucatlon from Site
•earing Distance
(clockwise) (km)
Coke Ovens
292° 0. 5
Open Hearth
315° 2. 0
Mechanical Scarfer
317° 2. 7
Blast Furnace
332° 2. 1
Coke Ovens
320° 0. 7
Open Hearth
320° 2. 3
Mechanical Scarfer
320° 3. 0
Blast Furnace
334° 2.4
Coke Ovens
265° .87
Open Hearth
300° 1.8S
Mechanical Scarfer
316° ills
Blast Furnace
317° 1.83
Elevation
Height of Hl-Vol Elevation Dlft
Inlet. Above Ground Site-Plant
(m) (m)
10 6 coke ovens
9 rest of mill
4 3 coke ovens
6 rest of mill
4.5 291 61
t
Site
Description
building roof
(asphalt paper)
trailer roof
(asphalt roof
with r aired
metal grate)
Trailer roof
Nearest Roadway
Name Dfrectioa/DlsUnce
-------
MECHANICAL
SCARFER
J.& L STEEL
OPEN
HEARTH
1, 4, 5
Wind Data Representativeness
Station # Terrain Distance Rating
III
H
Comment: At this distance the
representativeness of the meteorology
Is questionable.
N.B. See Table 5 In Methodology section.
DEFINES RIVER VALLEY
610m
I
TSP roses for Jones 4 Laughlin Steel -
Pittsburgh, Pennsylvania, for the period
1978-1980 for cases of w>0.90. Each
circle represents 50 ug/m3.
16-4
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Jones & Laugh!in Steel--Pittsburgh, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mom tori i
#2
6
1
6
2
2
2
6
6
2
7
10
8
16
6
7
_2
89
ig Site
#4
2
0
3
0
1
0
0
1
0
2
1
3
5
2
2
_0
22
Numbers
#5
11
2
5
1
4
6
6
6
3
8
9
9
27
11
9
4
121
16-5
-------
TSP 18 MONTH RUNNING GEOMETRIC MEANS (UG/nxS3> FOR J & L STEEL - PITTSBURGH, PA
tfSW
200 —
150 —
».J
—
PRIHARV
Stewart
1973
•4*_j_
Ooo0°-e
.000°
J'T'JT
1974
' +'tf+++4-
'°0oo»
VT'i"*1
1975
+.» +
-*• Ir^-4*^^^
J'TTT
1976
++
1977
.^
VTT'A1
1978
&•
VTT'A1
1979
,**
198t
LEGEND
SAROAD ID SITE ID
f 39786Me6 i
39726M27 2
D 39786M12 3
-------
TSP IB nONTH RUNNING GEOMETRIC REANS (UG/n**3> FOR J I L STEEL - PITTSBURGH, PA
cr»
i
aee-
s lse~
p
u
G
n
«4 *^**
1 W ^™
3
"
-
-
se-
9 —
PRIMARY
SJCWPMY...
J A I ft
w n w v
1973
1974
1975
1976
JA. • M
A J 0
1977
A A
Jjj4-"*"
-»*++'^
1 1 1 n 1 1 1 M r
J A J 0
1978
A****A
L A
1 1 1 1 1 M II 1 1
J A J 0
1979
*A
A
^AAA*
1 1 1 1 1 1 1 1 1 1 1
J A J 0
19M
LEGEND
SAROAD ID SITE ID
•h 397S699H 4
397B6«f2a S
-------
YEA*
TSP DATA SUMMARY FOR J & L STEEL - PITTSBURGH, PA
SARDAO STATION « 39726D006 SITE ID * 01
UNITS : MICROSRAMS/M**3
J97? 1973 1974 1975 1976 1977 1978 1979 19SO
READINGS t
57
77 113 116
GEOMETRIC MEAN: ****** 1?5.7 107.3 102.9 103.6 ****** ****** ****** ******
GEOMETRIC S.D.: ****** 1.5 1.5 1.5 1.5 ****** ****** ******
******
HIGHEST 3Y
LARSENJ EXTRP:
****** 386.S 373.1 ??f,.9 353.* ****** ******
•** *
IST HIGHEST:
DATE :
****** 249.0 3?7.0 386.0 ?63.0 347.0 ****** ****** ******
****** 731025 740411 750109 760415 770418 ****** ****** ******
DATE
HIGHEST: ****** 225.0 279.0 229.0 250.0 326.0 ****** ****** ******
****** 730719 741011 750B01 760419 770212 ****** ****** ******
n OF READINGS
EXCEEDING 260 :
It OF READINGS
EXCEEDING 153 :
19
?9
15
RANGE
0- 65:
66-130:
131-195:
196-2SO:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
4
24
23
•j
0
0
0
0
11
43
19
2
1
1
0
0
13
73
20
$
0
1
o
0
17
61
33
4
1
0
0
0
4
21
1ft
4
3
2
0
0
0
0
0
0
0
0
0
0
n
0
0
•)
0
0
0
0
0
0
0
D
0
n
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
16-8
-------
YEAR
TSP DATA SUMMARY FOR J fc L STEEL - PITTSBURGHt PA
SAROAD STATION « 397260027 SITE ID * 02
UNITS : *ICROGRA1S/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
READINGS
6? 115
57
61
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** 100.0 95.4 75.1
GEOMETRIC S.D.: ****** ****** ****** ****** ****** ****** 1.6 1.5 1.5
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ****** ****** ****** ****** 405.0 298.7 267.7
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** 242.0 267.C 249.0
****** ****** ****** ****** ****** 770715 780228 790220 901123
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** 199.0 259.0 213.0 162.0
****** ****** ****** ****** ****** 771025 781104 790322 900726
fl OF READINGS
EXCEEDIM3 260
» OP READINGS
EXCEEDING 150
R A N S E
0- 65:
si-no:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
35
14
2
0
0
0
0
23
61
23
7
1
0
0
0
14
34
6
3
0
0
0
0
?.?.
33
6
rj
0
0
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
16-9
-------
YEAR
TSP DATA SJ1MARY FOR J & L STEEL - PITTSBURGH. PA
SAROAD STATION » 397260012 SITE ID # 03
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
# O^ READINGS
244
98
18
GFOIFTRIC MEAN: ****** 93.7 110*1 ****** ****** ****** ****** ****** ******
;EO*ETRIC S.D.: ****** 1.5 1.5 ******
•**** ****** ****** ******
HIGHEST 3Y
LARSENJ EXTR»:
****** 322*6 33*1.5 ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** 331*0 402*0 211*0 ****** ****** ****** ****** ******
****** 731023 740216 750307 ****** ****** ****** ****** ******
2ND HIGHEST:
DATE :
****** 305*0 278*0 183*0 ****** ****** ****** ****** ******
****** 730904 741110 750124 ****** ****** ****** ****** ******
» OF READINGS
EXCEEDING 260
» OF READINGS
EXCEEDING 150
29
RANGE
o- ss:
&6-130:
131-195:
196-260:
261-325:
326-390*.
391-455:
>455*.
0
0
0
0
0
0
0
0
4S
147
36
9
3
1
a
0
14
59
21
0
3
0
1
0
1
13
3
1
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
!)
0
0
0
0
0
D
n
n
•)
(!
****** IMDICATES MISSING OR INSUFFICIFNT DATA
16-10
-------
YEAR
TSP DATA SUMMARY FOR J & L STEEL - PITTSBURGH. PA
SAROAD STATION # 397260004 SITE ID » 04
UNITS : *i:ROGRA1S/M**3
1972 1973 1974 1975 197S 1977 1978 1979
1930
Off READINGS
12
29
GEOMETRIC *IEAN: ****** ****** ****** ****** ****** ****** 100*8 ****** ******
iEOIETRIC S*D*: ****** ****** ****** ****** ****** ****** 1.5
******
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ****** ****** ****** ****** 360.8 ****** ******
IST HIGHEST;
DATE t
****** ****** 1?6.0 ****** ****** 116*0 215*0 ****** ******
****** ****** 740403 ****** ****** 771230 780228 ****** ******
2ND HIGHEST
DATE :
****** ****** 188.0 ****** ****** 114.0 210*0 ****** ******
****** ****** 7^0410 ****** ****** 771025 780429 ****** ******
K OF READINGS
EXCEEDING 250
* OF READINGS
EXCIEDINS 150
12
RAMG!
0- 65:
66-130:
131-195:
196-260:
251-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
5
5
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7
22
0
0
0
0
0
0
10
26
16
2
0
0
0
0
0
0
0
0
0
0
0
0
1
n
0
r
3
D
0
•3
****** INDICATES MISSING OR INSUFFICIENT DATA
16-11
-------
TSP DATA SUMMARY FOR J * L STEEL - PITTSBURGH, PA
SAROAD STATION 3 397260022 SITE ID it 05
UNITS t *!ICROGPAi*IS/M**3
YiA3 1972 1973 1974 1975 1976 1977 1978 1979 1980
* OP *FADJ\SS : 1 0 0 0 0 0 96 116 111
GEOMETRIC M E A N : ****** ****** ****** ****** ****** ****** 102.4 9B.7 82.2
GEOMETRIC S • D • : ****** ****** ****** ****** ****** ****** 1.6 1.5 1.4
HIGHEST BY
LAPSED EXTRPJ ****** ****** ****** ****** ****** ****** 3 8 5 • n 3 4 & • 5 226.6
1ST HIGHEST: ****** ****** ****** ****** ****** ****** 343.0 2 R 5 • 0 182.C
DATE ! ****** ****** ****** ****** ****** ****** 791104 79D322 900726
2MD HIGHrST: ****** ****** ****** ****** ****** ****** 315.0 220.0 165."!)
DATE : ****** ****** ****** ****** ****** ****** 790908 790421 900623
« OP 3EADIN3S
EXCEEDING 26?: 0 0 0 0 0 0 4 1 1
« OP READIN3S
EXCEEDING 150 :00000021214
9AM5E
0- 65:
66-130:
1 31-195!
196-260:
261-325:
326-390:
391-455:
>455:
H
n
i
Q
,1
3
0
0
0 0
H D
0 0
0 0
0 0
0 0
n o
l n
0
0
o
Q
0
0
0
0
!>
a
n
0
n
0
0
n
0
n
0
Q
0
a
0
n
15
56
20
1
?
1
n
c
20
63
23
3
1
0
1
n
33
71
11
n
,1
T
1
n
****** INDKATES VISSIN" OS I \:SUcfr I C I r MT TATA
16-12
-------
4-HR STANDARD EXCFFDANCE RCSE FOR
J & L STEEL - PITTSBURGH* PA
(All Cases > 260 vg/m3 for 1972-1980)
COUNT/AVFRAGE TSF OF PRIMARY EXCEECANCES
SAROAD *
SITF ID *
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
ENE COUNT:
AVF TSP:
E COUNT:
AVF TSP:
ESE COUNT:
AVF TSP:
SE COUNT:
AVF TSP:
SSE COUNT:
AVF TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVF TSP:
su COUNT:
AVF TSP:
wsw COUNT:
AVF TSP:
u COUNT:
AVF TSP:
UNU COUNT:
AVF TSP:
NW COUNT:
AVF TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
397260006
1
u>=x
0
0.
0
0.
0
0.
0
0.
0
0.
c
0.
0
0.
0
0.
0
0.
Q
0.
1
273.
0
0.
0
0.
0
0.
0
0.
0
0.
1
273.
L
U = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
c.
0
0.
0
0.
0
0.
0
0.
0
c.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
u=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
u = x
c
0.
0
0.
p
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
n.
0
c.
0
0.
1
31^.
0
n.
0
0.
0
0.
1
315.
u
-------
24-HP STAMDARD FXCEFDANCF ROSE FOR
J & L STEEL - PITTSBURGH* PA
(All Cases > 150 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSF OF SECONDARY EXCEEDAKCES
SAROAD »
SITE ID «
DIRECTION
N COUNT:
AVE TSP:
NNF COUNT:
AVE TSP:
NF COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVF TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSF COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVF TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVF TSP:
u COUNT:
AVE TSP:
WNU COUNT:
AVE TSP:
NW CQUMT:
AVF TSP:
NNW COUNT:
AVE TSP:
39726
1
W> = X
0
0.
0
0.
c
n.
c
n.
0
c.
1
190.
2
202.
1
217.
1
163.
?
161.
7
1*1.
4
174.
3
203.
1
153.
1
If 3.
1
170.
0006
W = X
1
192.
0
0.
0
0.
0
0.
0
0.
0
0.
2
164.
3
210.
3
188.
0
0.
1
158.
0
0.
2
174.
0
0.
0
0.
0
0.
0027
w = X
0
0.
0
c.
0
0.
c
0.
0
0.
1
235.
n
C.
0
C.
c
0.
n
G.
0
0.
1
248.
0
0.
1
192.
c
175.
4
191.
0012
W = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
177.
0
0.
2
164.
1
155.
0
0.
n
0.
60004
4
U = X
0
0. 1
0
0.
1
17P.
0
n. i
1
179. 1
1
161. 1
n
0. 2
2
169. 1
0
022
w
-------
BflP MONTHLY ARITHMETIC MEANS
-------
_J & L STEEL
DEFINES RIVER VALLEY
610m
BaP roses for Jones & Laugh"!in Steel -
Pittsburgh, Pennsylvania, for the period
1978-1980 for cases of iu>0.80. Each
circle represents 4 ng/m^.
16-16
-------
UPDATED AIR QUALITY EVALUATION - J&L STEEL, PITTSBURGH, PENNSYLVANIA
Stations used in update:
Continued operation: None
New stations: #2 (1977), #4 (1977), #5 (1978)
Discontinued stations: #1 (1977), #3 (1975)
Trends in geometric means:
Strong downward trends are noted at stations #2 and #5 that have Spear-
man rank correlation coefficients of -0.83 and -0.79, respectively.
Attainment status:
Stations #2, #4, and #5 indicate primary standard nonattainment for the
years 1978-1980.
Pollution roses:
Stations #2 and #4 indicate the best defined impact of the mill.
Standard exceedance roses:
At station #2, the one excursion over the primary 24-hour standard
occurred with a south-southeast wind that blows from the mill toward
the station. However, the wind on this day was not highly persistent
from this direction. Only one of the five excursions over the primary
standard at station #5 occurred with a northwest wind blowing from the
mill to the station.
BaP:
BaP was sampled at stations #2 and #5. Monthly values for station #2
were generally lower than those for station #5. The BaP pollution rose
for station #5 indicates that the highest contributions came from the
direction of the J&L coking operation. Station #2 also indicates impact
from the plant, but at substantially reduced values.
16-17
-------
JONES & LAUGHLIN STEEL
Cleveland, Ohio
EPA Region V
17-1
-------
Hi-Vol Monitoring Situ in the Vicinity of Jona and Laughlin Corporation - Cleveland, Ohio
X #1
I
ro
X #4
X #7
SAROAD »
36-1300-008-
H01
36-1300-OO9-
H01
36-1300-013-
H01
36-1300-026-
H01
36-1300-027-
H01
36-1300-038-
H01
36-1300-O41-
H01
Site Name and Address
Fire Station #13
4749 Broadway Avenue
Cleveland, Ohio
Brooklyn YMCA
3881 West 25th Street
Cleveland, Ohio
A ir Pollution Control
Laboratory
2785 Broadway Avenue
Cleveland, Ohio
Harvard Yards
41 50 East 49th Street
Cleveland, Ohio
P aul L Dunbar
Elementary School
2200 West 28th Street
Cleveland, Ohio
St Theodosius Church
2547 St. Tikhon Avenue
Cleveland, Ohio
W ashington Park
Horticultural School
3875 W ashington Park
Cleveland, Ohio
Plant Location from Site
Bearing Distance
Mem)
BOF 251" 2. i
Scarfing 242° 2. 2
Blast furnaces 248° 1.4
Sintering 248° 1.4
Boilers 248° 1.4
BOF 4O° 2. 6
Scarfing 48° 2. 4
Blast furnaces 48° 3. 2
Sintering 48° 3. 2
Boilers 48o 3. 2
BOF 203° 1.9
Scarfing 198° 2. 2
Blast furnaces 182° 1.6
Sintering 182° 1.6
Boilers 182° 1.6
BOF 326° 2. 9
Scarfing 322° 2. 6
Blast furnaces 340° 2.7
Sintering 34O° 2. 7
Boilers 34O° 2. 7
BOF 123° 2. 5
Scarfing 129? 2. 8
Blast furnaces 11 3° 3.0
Sintering 113° 3.0
Boilers 113° 3.0
BOF 180° 1. 1
Scarfing 177° 1. 5
Blast furnaces 143° 1.2
Sintering 143° L.2
Boilers 143° 1. 2
BOF 311° 2.3
Scarfing 303° 2. 0
Blast furnaces 328° 2. 0
Sintering 3i8° 2.0
Boilers 328° 2.0
Elevation in Meters
Above Ground MSL Flint
12 221 38
15 before 222 4O
1/11/7S
4. S after 212 29
4/11/75
6 186 3
4.5 218 35
7.5 215 32.5
4. 5 210 27
7. 5 216 33. 5
Site
Description
Rooftop
Urban
Commercial
Industrial
Rooftop
Urban
Commercial
Industrial
Rooftop
Industrial
Elevated
Platform
Parking lot
Commercial
Rooftop
Urban
Residential
Rooftop
Urban
Residential
Rooftop
Residential
Nearest Roadway
Name Directioii/Dlstftiice Volume
Broadway Ave SW 9m 2 lane
moderate
to heavy
W 25th Street W 30 m 4 lane
moderate
to heavy
Broadway Ave S&W 30 m 2 lane
moderate
to heavy.
Local truck
traffic
Railroad N 152 m 2 tracks
Railroad S 122 m 2 tracks
Railroad SE 0.35km multiple
tracks in
line be-
tween
steel mills
and moni-
toring lo-
cation.
No major nearby roadways. Site overlooks
steel facilities to the South and East.
Willow E 0. 3km 4 lane
Freeway moderate
to heavy
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation ha* not changed, data from tills site were
not employed in die 1978-1980 update.
-------
Cleveland
Hopkins
Airport - 16 km
J & L STEEL
Wind Data Representativeness
Station # Terrain Distance Rating
3, 5, 6
VII
U
Comment: Lake breezes influence these
monitor sites more than they influence
this meteorological station, so the
meteorology may often be
unrepresentative.
N.B. See Table Sin Methodology sectioi
TSP roses for Jones & Laugh!in Steel -
Cleveland, Ohio, for the period 1978-1980
for cases of u>0.85. Each circle repre-
sents 50 ug/m3.
17-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Jones & Laugh!in Steel--Cleveland, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNU
Total
Monitor
#3
4
4
1
2
1
1
2
9
18
15
21
9
5
3
3
5
103
ing Site
#5
3
5
1
0
1
1
2
8
14
12
19
8
4
4
3
_4
89
Numbers
#6
3
5
1
2
1
1
2
9
17
14
21
9
5
4
3
5
102
17-4
-------
TSP 12 rtONTH RUNNING GEOMETRIC MEANS (UG/PWX3) FOR J & L STEEL - CLEVELAND. OH
s
p
u
G
n
*
x
3
dbB
aee —
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-
—
iee —
-
—
_
se —
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y 'A"y 'A1
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00°
a
•o.
°0
a
}uAi|y|oi
LEGEND
SAROAD ID SITE ID
+• 3£13«>M13 3
* 361399999 Z
Q 361399927 S
1973
1974
1975
1976
1977
1978
1979
19M
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/HM3) FOR J I L STEEL - CLEVELAND, OH
db» —
aoe-
s 159~
p
u
G
n
*
* lee-
3
-
-
se-
PRIIIARY
SKQWgv
JA I A
H J U
1973
JA t t\
H J U
1974
1975
t
1976
**H'V
*f++
1977
^
+ s
.+ *«*+
1978
+*+*+ +t
+* +
JA 1 A
n J U
1979
"*"+ •»*
^•"^*^A'
JA f A
R J V
19M
LEGEND
SAROAD ID SITE ID
3613MC38 6
-------
YEAR
TSP DATA SUMMARY FOR J & L STEEL - CLEVELANDt OH
SAROAO STATION » 361300009 SITE ID * 02
UNITS t MICROGRAMS/*I**3
1972 1973 1974 1975 19?S 1977 1978 1979 19SO
ft OF READINGS
93
85
51
115
13
GEOMETRIC MEAN: 94.7 90.2 76.4 93.* ****** 81.2 ****** ****** ******
GEOMETRIC S.D.: 1.6 1.6 1.5 1.6 ****** l.ft ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP:
406.2 369.3 276.1 389.6 ****** 310.1 ****** ****** ******
IST HIGHEST: 309.0 359.0 159.n 294.0 416.0 276.0 ?27.o ****** ******
DATE : 720524 730227 740517 750524 76060? 770531 780309 ****** ******
2ND HIGHEST:
DATE :
238.0 292.0 155.0 194.0 269.0 212.0 159.0 **<
720412 730416 740105 750512 760522 770326 780219 **'
n OF READIN3S
EXCEEDING 263
» OF READINGS
EXCiEDINS 150
15
11
14
0- 65:
66-130*.
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
26
43
18
5
I
0
n
n
21
47
12
3
1
1
n
0
21
38
9
0
n
0
p
0
9
30
11
c
1
0
0
0
34
60
17
2
1
n
1
0
31
44
10
3
1
0
0
0
7
4
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
n
1
n
0
T
CI
0
****** INDICATES 1ISSIMG OR INSUFFICIENT DATA
17-7
-------
TATA SUGARY Fo* J & L STEEL - CLEVELAND, OH
SARDAD STATION tf 361300013 SITE ID » 03
UNITS : MICP03RA^S/vl**3
YEAR 197? 1973 1974 1975 1976 1977 1978 1979 19*0
« 0" READIN3S : 75 76 72 67 179 85 64 f, 4 61
GEOMETRi: *!EAV: 169.9 157.1 17*. 9 1*9.8 147.2 135.9 139.fi 1*6.0 148.3
"EO^ETRIC S.I.: 1.7 l.« l.fl 1.7 1.7 1.7 1.9 1.7 i . t,
HIGHEST ?Y
LfiRSE^ EXTR=>: 854.1 900.7 943.7 690. 3 668.4 677.5 964.1 663.1 617.9
ITT HIGHEST: 407.n 592.0 534.0 393, n *IB.O 660.0 473.0 368. o 694. o
DATE : 7P0506 730416 740529 7R1?0° 76032? 770531 78052?. 7="591^ R01024
2'jD HIGHEST: 353.0 353.0 509.0 ?4c,o 379.0 350.0 3R4.o 352.0 347.0
DATE : 7?05?7 730955 740<-06 750617 76P6C8 770893 781C11 793620 B00110
« OF READINGS
FXCEEDI\5 250 : 19 1R 1.9 11 23 8 11 9 o
« Or
EXC"iDIM3150: 5T 44 46 34 90 35 34 33 31
RANGE
0- 65:
s 6 - 1 3 o :
131-195:
196-2SO:
261-325:
3?6-390:
311-455:
>455:
r
D
12
12
16
15
3
1
a
5
21
19
13
15
2
0
1
4
18
10
'1
11
5
1
2
5
22
17
1?
7
4
1?
0
11
f.2
49
M
16
A
0
1
q
34
15
19
3
4
0
1
7
19
13
14
6
4
0
1
3
25
16
11
4
*N
0
0
4
19
2 ">
1 1
3
1
T
i
*
****** TMDICATES MISSING OR INSUFFICIENT DATA
17-8
-------
YEA*
TSP DATA SUMMARY FOP J S L STEFL - CLEVELAND* OH
SAROAD STATION » 361300027 SITE ID » 05
UMTS I MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
« OF READINGS
84
69
29 147
89
55
51
GEOMETRIC MEAN: 108.8 101.0 92.4 ****** 87.1 81.5 89.6 107.B 88.8
GEOMETRIC S.D.: 1.7 1.3 1.9 ****** 1.9 1.5 1.7 1.7 1.7
HIGHEST 3Y
LARSEM EXTRP:
587.4 633.6 ****** 539.3 443.3 421.2 48?,.2 424.5
IST HIGHEST:
DATE :
279.0 ?84.Q 321.0 374.0 344.0 307.0 311.0 272.0 235.0
720822 730407 740821 750128 760622 771109 780526 790322 S00110
2ND HIGHEST:
DATE :
276.0 253.0 300.0 236.0 333.0 262.0 275.0 267.0 230.0
720831 730913 740411 750524 ?60420 770218 781104 790912 *00328
tt OF READINGS
EXCEEDING 2 9 3
n OF READINGS
EXCEEDING 150
21
17
27
14
17
RAMG"
0- S5:
b6-no:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
13
25
1&
7
3
0
C
0
21
31
1«
13
1
0
0
0
24
24
11
6
4
0
0
0
11
9
7
1
0
1
0
0
43
57
30
7
j
2
0
0
31
39
10
7
2
0
0
0
16
25
I?
0
2
0
0
0
9
23
12
5
2
0
T
0
19
2a
13
3
n
i
1
n
****** INDICATES MISSING OR I*JSUCFICIFNT DATA
17-9
-------
YEAR
TSP DATA SU1MAHY FOR J & L STEEL - CLEVELAND* OH
SAROAD STATION * 361300038 SITE ID # 06
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
n O
145
66
65
61
GEOMETRIC MEAN: ****** ****** ****** ****** Hl.fi 101.7 122.9 125.2 123.3
GEOMETRIC S.D.: ****** ****** ****** ****** 1.9
1.7 1.7 1.7
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** 687.5 577.0 544.5 637.=? 614.5
IST HIGHEST:
DATE :
****** ****** 207.0 402.0 392.0 378.0 444.0 403.0 357.3
****** ****** 741231 750617 76T513 770531 780526 790322 801024
2MD HIGHEST:
DATE :
****** ****** 140.0 3^7.0 3*9.0 303.0 3*9.0 335.0 302.0
****** ****** 741219 750524 7SD820 770330 781104 790620 800110
« OF READIN3S
EXCEE3IM3 260
n OF READTN3S
EXCEEDING 150
11
15
49
19
25
25
R A N 3 -I
0- 65:
66-130:
196-2=0:
261-3?5:
326-390!
391-455:
>455:
a
0
0
0
0
0
o
0
0
G
0
o
o
o
3
0
1
0
1
1
0
0
0
0
2
11
9
2
2
1
1
0
27
55
39
9
10
4
1
P
18
31
13
9
2
1
0
0
8
32
12
11
1
1
1
o
9
28
11
10
5
1
1
0
9
19
20
9
3
1
a
1
****** INDICATES MISSIN3 OR INSUFFICIENT DATA
17-10
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
J & L STEEL - CLEVELAND, OH
(All Cases > 260 ug/n)3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSF OF PRIMARY EXCEEDANCES
SAROAD * 361300013 36130000? 361300027 361300038
SITE ID «
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
su COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNU COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
3
u> = x
0
0.
i
305.
1
277.
0
0.
0
0.
2
301.
1
303.
14
340.
15
33*i.
16
304.
8
315.
0
0.
1
271.
D
0.
0
0.
0
0.
59
321.
y = X
0
0.
1
359.
1
406.
0
0.
0
0.
0
0.
0
0.
0
0.
1
292.
0
0.
0
n.
0
0.
0
0.
0
0.
0
0.
0
0.
3
352.
W = X
0
0.
0
0.
2
311.
0
0.
0
0.
0
0.
0
0.
4
253.
2
292.
0
0.
0
0.
0
0.
0
n.
0
0.
n
0.
0
0.
8
257.
U = X
0
0.
0
0.
0
0.
0
0.
s
0
0.
0
0.
1
321.
4
329.
7
321.
3
295.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
15
318.
y
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
J & L STEEL - CLEVELAND, OH
(All Cases > 150 ug/m3 for 1972-1980)
X=0.*50
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD * 361300013 361300005 361300027 361300038
SITE ID * 3 2 5 6
DIRECTION U>=X U = X W=X U=X W
-------
UPDATED AIR QUALITY EVALUATION - J&L STEEL, CLEVELAND, OHIO
Stations used in update:
Continued operation: #3, #5, #6
New stations: None
Discontinued stations: #2 (1978)
Trends 1n geometric means:
No strong trends 1n TSP levels were observed at any of the stations.
The long-term Spearman rank correlation coefficient for station #3
Indicates a slight downward trend (-0.45). At station #6, which most
clearly displays mill impact, the coefficient 1s +0.74, indicating an
upward trend since the station started in 1976. Stations #3 and #6
have very similar shapes for 1977-1980. The difference in coefficient
is due solely to data prior to 1976 which are available for #3, but not
available for #6. Only a very slight downturn is seen in 1980 at
station #6, whereas station #3, which is more greatly impacted by the
Republic mill, and station #5, a background site, both show more pro-
nounced downtrends in 1980.
Attainment status:
Stations #3, #5, and #6 show primary standard nonattalnment during the
period from 1978-1980.
Pollution roses:
Well-defined impact of the mill is indicated by stations #3, #5, and
#6. The roses have approximately the same configuration as the previous
analysis period. Station #3 indicates a stronger influence of the
Republic plant than of the J&L mill.
Standard exceedance roses:
At station #3; the cases of primary 24-hour standard exceedances occurred
most frequently from the directions south-southeast, south, and south-
southwest, which includes all of the J&L mill as well as the Republic
plant. Exceedances occur most frequently at station #6 when the wind
blows from the south, the direction of the BOF shop and scarfer.
17-13
-------
JONES & LAUGHLIN STEEL
Youngstown, Ohio
EPA Region V
18-1
-------
HiVol Monitoring Sites - Jones and Laughlin's Youngstown Sheet and Tube Campbell Works, Ohio
#1
X #3
CD
I
ro
SAROAD 1
36-7760-005
109-101
36-7760-004
101
36-7760-003
101
36-6480-001
101 -F05
36-0960-001
FOB 101
Site Name and Address
Fire Station #7
145 Madison
Youngstown, Ohio
Fire Station #9
1900 Midlothian Blvd.
Youngstown, Ohio
Fire Station #13
641 Sherwood Avenue
Youngstown, Ohio
Struthers City Hall
6 Elm Street
Struthers, Ohio
Campbell City Hall
351 Tenny Street
Campbell, Ohio
Plant Location from Site
Bearing Distance
Open hearths 139° 6. 0
Boilers 135° 6. 5
Coke ovens 137° 7. 0
Open hearths 73° 1. 8
Boilers 60° 2. 3
Coke ovens 9O° 2. 4
Open hearths 98° 6. 2
Boilers 98° 6. 8
Coke Ovens 101° 7. 0
Open hearths 326° 1. 2
Boilers 352° 0. 9
Coke ovens 2° 0.5
Open hearths 203° 1. 2
Boilers 176° 1. 3
Coke ovens 172° 1. 7
Elevation (meters)
Above Ground MSL Plant
10. 5 300 44
7. S 326 70
9 329 73
6 274 18
9 326 70
Site
Description
Rooftop
Residential
Rooftop
Residential
Commercial
Rooftop
Residential
Rooftop
Residential
Rooftop
Residential
Nearest Roadway
Name Direction/Distance Volume
Elm Street W 9m 2 lane
Moderate
Ohio Edison Power SW 1km
Midlothian Blvd S IS m 2 lane
Moderate
Clenwood Ave W 30 m 2 lane
Light
Sherwood A ve N 20 m 2 lane
Light
No major readways
Youngstown N 0. 5 km
Sheet 6 Tube
Coking Operations
No major roadways
Republic Steel W 2 km
j G L's Campbell
Works SESW 1.0km
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
HiVol Monitoring Sites - Jones and Laughlin's Youngstown Sheet and Tube Brier Hill Works - Youngstown, Ohio
00
CO
#6
#1
#7
SAROAD f
36-7760-006-
102 -FOS
36-7760-005-
109-101
36-7760-003-
101
36-2480-001-
101
Site Name and Address
Fire Station #5
1524 Oakland A venue
Youngstown, Ohio
Fire Station #7
145 Madison
Youngstown, Ohio
Fire Station #13
641 Sherwood Avenue
Youngstown, Ohio
Girard City Hall
100 W. Main Street
Girard, Ohio
Plant Location from Site
Bearing Distance
(km)
315° 1. 6
305° 3. 7
352° 5. 9
iS3° 3. 5
Elevation (meters)
Above Ground MSL Plant
4. 5 294 23
10. 5 300 29
9 329 58
8 277 6
Site
Description
Rooftop
Residential
Industrial
Rooftop
Residential
Rooftop
Residential
Rooftop
Urban
Commercial
Nearest Roadway
Name Direction/Distance Volume
W. Federal St SW 100m 2 lane
Moderate
Oakland Ave SW 30m 4 lane
U.S. Steel SW 0.8km *
-------
00
km
Wind Data Representativeness
Station # Terrain Distance Rating
2, 4, 5
II
REPUBLIC STEEL
N.B. See Table 5 in Methodology section
TSP roses for Jones & Laughlin Steel (Campbell Works)-
Youngstown.Ohio for the period 1978-1980 for cases of
u)>0.90. Each circle represents
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Jones & LaughUn Steel (Campbell Works)--Youngstown, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mom torn
#2
1
1
1
0
2
2
9
3
5
7
10
4
8
4
4
_2
63
ig Site
£4
1
1
1
0
3
2
8
3
5
7
10
5
9
5
4
_2
66
Numbers
#5
1
1
1
0
3
2
8
3
6
7
10
5
9
5
4
_2
67
18-5
-------
00
Wind Data Representativeness
Station # Terrain Distance Rating
1, 6, 7
II
N.B. See Table 5 in Methodology section
0.5
TSP roses for Jones & Laughlin Steel (Brier
Hill Works)-Youngstown,0hio for the period
1978-1980 for cases of to>0.90. Each circle
represents 50pg/m .
J & L
Brier Hi
VG-G
2k
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Jones & LaughUn Steel (Brier H111 Works)--Youngstown, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mom tori i
#1
13
6
7
4
10
10
14
8
20
30
34
20
28
18
17
15
254
fig Site
#6
1
1
1
0
3
2
9
3
6
7
8
4
9
5
4
_2
65
Numbers
#7
1
1
1
0
2
2
8
3
6
7
9
5
9
5
4
-1
64
18-7
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/M«3) FOR J + L STEEL - VOUNGSTOUN. OH
oo
CO
T
S
P
u
G
n
*
X
3
ese —
288-
158-
-
-
-
188
58-
8 —
AA
A •
%
OD0
PRIflARV
S£CQHP**V
J A J 0
1973
AA
A
A+
+A
aa a°oaao
" 00
J A J 0
1974
•A.
|0°°
°OOD°0oo
J A J 0
1975
A
A * ++'
'^^
j_^ 1 .^
O
J A J 0
1976
AA*A
A*A* \
'^X*^
+^
°o°a
00 000
a
J A J 0
1977
A
**
^\»oj
ai ***
J A J 0
1978
i2fJJ*M«**_i
J A J 0
1979
^"Py..-
J A J 0
198*
LEGEND
SAROAO ID SITE ID
36648«eei 4
36096«eei 5
Q 36248ee«l 7
-------
TSP IE I10NTH RUNNING GEOMETRIC MEANS (UG/NX*3> FOR J + L STEEL - YOUNGSTOUN, OH
256-
266 —
00
I
UD
I 156-
P
U
G
56 —
00
PRINARV
+ -t-H-
°o_
1973
1974
197S
+++
4-++
°°
1976
i'TT'J1
1977
+4*
LEGEND
SAROAD ID SITE ID
4- 367766066 6
367766665 i
D 367766064 Z
1978
1979
1989
-------
TSP DATA SUMMARY FOR J + L STEEL - YOUNGSTOWNf OH
SAROAD STATION » 367760005 SITE ID « 01
UNITS : MICROSRA^S/M**?
YEAR 197? 197? 197* 1975 1975 1977 1978 1979 i9so
ft OF READINGS t 0 53 153 244 2*0 247 244 ? 4 2 233
GEOMETRIC MEAN: ****** H2.1 106.9 101.6 IPl.l 104.3 96.3 94.6 86.5
SEOIETPI: S.D.: ****** 1.5 1.5 i.s 1.6 i,s 1.6 1.5 1.5
HIGHEST ?Y
LARSF.N EXTRD: ****** 426.2 449.5 376.5 378.4 396.8 395.9 315.S 268.2
IST HIGHEST: ****** 335.0 365.0 333.0 2Ri.o 320.0 257.0 225.0 229.0
DATE : ****** 730301 741028 751119 760609 771024 780309 7=>}:>30 900203
2ND HIGHEST: ****** ?87.o 2*1.0 295.0 244.0 319.0 ?4i.o 226.0 205.0
DATE : ****** 73CJ02 740105 750514 760513 770329 781102 793305 «01120
« OF READINGS
EXCEEDING 2SO :n3l8160Ql
» OF READINGS
EXCEEDING 150 : 0 20 38 45 46 53 48 28 11
RANGE
0- 65:
66-130:
131-195:
196-260:
261-335:
326-390:
391-455:
>455:
0
3
-
0
0
0
n
0
3
23
2?
7
2
1
0
0
23
70
48
11
o
i
n
0
45
136
47
8
7
1
0
0
42
124
59
14
1
C
0
n
34
135
60
1.2
6
0
n
0
*8
1?6
58
12
0
0
fi
0
44
147
44
7
0
n
0
0
4=;
1ST
29
2
n
:
rv
n
****** INDICATES ^ISSIMG OR INSUFFICIENT DATA
18-10
-------
TSP DATA SUMMARY FOR J * L STEEL - YOUMSSTOUMt "H
SARQAD STATION « 367760004 SITE ID « 02
UNITS : MICROGRAMS/M**3
YEA3 1972 1973 1974 1975 1976 1977 1978 1979 1980
# OP READINGS : 0 54 60 r>8 59 60 60 55 5?
GEOMETRIC MEAN: ****** 1 n 7 . 5 98.7 88.2 B 9 . 4 85.6 83.0 79.1 7 4 . '-f
GEOMETRIC S.D.: ****** 1.4 1.4 1.4 1.5 1.5 1.5 1.5 1.4
HIGHEST 3Y
LARSEN EXTRP: ****** 29?. 1 27C.5 215.9 292.2 300.7 261.1 250.2 204. B
1ST HIGHEST: ****** 229.0 223.0 159.0 246.0 212.0 209.0 229.0 13*. 1
DATE t ****** 730227 7401Q5 751027 760922 770302 780526 79051S 900116
2ND HIGHEST: ****** 1*5.0 187. n iso.o ?n.o 194.0 202. n 211.0 130.0
DATE : ****** 731212 740821 7501?4 760418 770531 781104 79H509 8T0403
n oc
EXCEEDIM" 253 tOO
» Oc REAOINIGS
EXCEEDING 150 I010
RAMGE
o- ss:
S6-130!
131-195!
196-260:
261-325:
356-390:
391-455:
>455:
0
0
0
0
0
U
0
0
4
33
16
1
0
3
0
0
6
40
1?
1
0
0
0
0
7
44
7
0
a
0
0
0
13
37
7
?
0
0
0
0
18
30
11
1
0
3
n
0
17
36
c;
•.<
2
0
c
0
0
16
34
3
2
0
0
0
0
17
3 3
1
n
n
n
1
n
****** INDICATES MISSING OR INSUFFICIENT DATA
18-11
-------
TSP DATA SUMMARY FOR J + L STEEL - YOUNSSTOWM, OH
SAROAD STATION * 366*80001 SITE ID « 04
UNITS : MICROGPAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
n Or READINGS ! 0 59 61 54 57 60 60 58 58
GEOMETRIC MEAN! ****** 102.3 117.9 95.9 112.8 PP.4 Rl.fi 78.3 79.0
GEOMETRIC S.D.: ****** 1.6 1.6 1.5 1.8 2.0 1.6 1.6 1.5
HIGHEST 3Y
LARSEN EXTRP: ****** 439.7 505.6 347.7 680.5 7?7.7 349.7 P94.5 283.5
IST HIGHEST: ****** 6ii.o 448.0 287.o "511.0 419.0 234.0 219.0 195.a
DATE : ****** 730323 740312 750512 760524 770507 781104 7903?2 800421
2MD HIGHEST: ****** 334.0 306.0 245.0 484.0 419,0 200.0 i&s.o 173.1
DATE ! ****** 730??7 740P04 750313 760518 770525 780526 790?20 800527
n 0F READINGS
EXCEEDIMG 260 : 0 ? 2 1 6 5 C 0 n
n OF REAPIV3S
EXCEEDIMG 150 : 0 1? 18 6 16 15 7 5 4
RANGE
0- 65:
S6-i?o:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
a
0
0
0
0
0
0
0
11
33
11
2
0
1
0
1
8
?9
13
9
1
0
1
o
10
32
9
2
1
0
0
0
10
?4
13
4
3
1
n
2
21
?2
8
4
2
1
T
0
17
33
7
3
0
0
0
0
21
?9
7
1
0
0
T
0
17
55
5
1
n
r.
n
P
****** INDICATES MISSIMG OP INSUFFICIENT DATA
18-12
-------
TSP DATA SJ1MA3Y FOR J + L STEEL - YOUNGSTOUM* OH
SARDAD STATION! » 360960001 SITE ID » 05
UNITS : MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 197ft 1977 1978 1979 1980
« Or READINGS : 0 61 60 58 59 59 61 59 60
GEOMETRIC *IEAM: ****** 146.3 112.0 HC.7 H9.8 115.6 77.2 90.7 73.?
GEOMETRIC S.D.: ****** 1.8 1.8 1.8 1.9 1.7 1.8 1.5 1.^
HIGHEST 3Y
LARSEM EXTR?: ****** 325.B 61°.1 5R7.S 7*0.7 578.1 439.0 243.5 223.5
1ST HIGHEST: ****** &68.0 485.0 367.0 494.0 366.0 294.0 1B?.0 130.1
DATE : ****** 731019 74Q306 751214 7609U9 770419 781104 790220 800801
2ND HIGHEST: ****** 469.0 375.0 314.0 393.0 302.0 214.0 iso.o 127.0
DATE : ****** 730415 741119 750413 760903 770531 780414 79D322 3Q079S
» 0- READINGS
EXCEEDING 260 : 0 10 5 4 6 3 1 0 0
8 OP HEADINGS
EXCEEDING 151 : 0 ?7 17 19 20 19 8 1 1
RAMGE
0- 65:
66-130!
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
n
0
0
0
0
0
0
4
21
14
12
6
1
1
•>
8
?9
13
5
2
2
0
1
10
07
10
7
3
1
0
0
10
24
a
in
i
3
1
1
7
25
15
9
2
1
0
n
23
26
9
2
1
Q
0
0
18
34
7
0
n
0
0
1
2?
•*P
D
G
T
^
r,
T
****** IMDICATES MISSING OP INSUFFICIENT DATA
18-13
-------
TSP DATA SUMMARY FOR J «• L STFEL - YOUNGSTOWNt OH
SAROAD STATION « 367760006 SITE ID « 06
UNITS : MICPOG»AMS/M**3
YEAR 197? 1973 1974 1975 1976 1977 197P 1579 1980
tt Or READINGS : 0 58 61 59 56 6? 59 60 59
GEOMETRIC VEANJ: ****** 176.3 159.7 125.6 131.2 171.8 121.P 1 4 o,. Q 110.0
GEOMETRIC S.H.: ****** 1.6 i.f, 1.5 1.7 i.6 j.g LS 1-7
HIGHEST 3Y
LARSEV EXTRP: ****** 655.8 615.8 395.1 CR9.7 7^2.1 ^86.2 5^7.0 490.6
1ST HIGHEST: ****** ^09.0 390.0 3S455:
0
0
0
•>
0
0
0
0
2
9
22
14
6
4
1
0
2
16
24
11
2
f,
0
0
2
29
22
3
2
1
3
0
Q
16
21
7
4
n
0
0
i
15
2n
n
i
3
2
2
6
24
20
8
0
1
0
0
2
21
21
11
2
I
1
1
31
****** INDICATES HISSING OR IMSUFFICIENT DATft
18-14
-------
DATA SLM1ARY FOR J + L STEEL - YOUNGSTOUN, OH
AD STATION * 362480001 «TTE 13 * 07
UMTTS t MICROS" HMS/M**3
YEAR 197? 1^73 1974 1975 197S 1977 I97R 1979 19BC1
* Or READINGS : 0 f,0 ',0 59 ^0 fil 53 &0 59
GrD^~TRi: IIAV: ****** 90.4 c^.4 79.0 77.4 RO.O °2.9 Bl.R 7R.5
r.FO'lF.TRIC S.D.: ****** 1.5 l.fi 1.5 1. ^ 1.6 1.7 1.7 l.t
HIGHEST ?Y
LARS'M FXTR = : ****** 319.2 37^.9 255.7 ?97.7 333.5 424.3 393.4 289.1
IST HIGHEST: ****** 233.0 274.0 227.0 203.0 242.0 ?R9.o 272.0 170.0
DATE : ****** 731025 741?07 7511?Q 760915 77C212 7R11C4 790322 °0011"
2ND HIGHEST: ****** 197.0 2^3.0 iR2.o i?6.o 225.0 i7T.o 209.0 i67.o
?ATE : ****** 73041=, 740411 750512 7f>041R 770419 7B03J9 79031& R0011S
H OF READINGS
EXCEEDING250: 0 0 2 0 0 0 1 1
455:
C
0
0
0
0
0
'J
0
15
30
13
->
0
C
A
G
13
34
10
1
?
0
0
0
22
30
6
I
0
0
0
0
25
24
in
1
n
0
0
3
23
29
6
"
0
n
0
0
19
21
1?
n
1
0
0
0
22
?5
9
3
1
o
0
1
****** INDICATES MISSING OR INSUFFICIENT DATA
18-15
-------
24-HR STANDARD EXCFFDANCE RCSE FOP
J + L STEEL - YOUNGSTOWN, OH
(All Cases > 260 yg/irP for 1972-1980)
X=0.900
COUNT/AVERAGE TSF OF PRIMARY EXCEEDANCES
SAROAD « 367760Q06 367760005 367760004 366480001 360960001 362480001
SITE ID « 6 1 2 4 5 7
DIRECTION W> = X W = X WO W> = X W = X U = X W =
U
-------
24-HR STANDARD EXCFEDANCE ROSE FOR
J + L STEEL - YOUNGSTDUN, OH
(All Cases > 150 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAP W
SITE IP *
DIRECTION
N COUNT:
AVE TSP:
NNE C^UNT:
AVE TSP:
NF COUNT:
AVE TSP:
ENF COUNT:
AVF TSP:
E COUNT:
AVE TSP:
ESF COUNT:
AVF TSP:
SE COUNT:
AVF TSP:
SSF COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
*VE TSP:
su COUNT:
AVF TSP:
usw COUNT:
AVF TSP:
u COUNT:
AVE TSP:
WMW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVF TSP:
367760006
6
W> = X
0
0.
1
205.
0
0.
r.
0.
0
0.
•>
176.
6
223.
9
202.
R
217.
IP
195.
7
181.
17
24] .
If
252.
5
319.
1
186.
0
P.
83
231.
VKX
7
182.
T
212.
1
166.
1
227.
1
217.
2
192.
5
199.
12
191.
17
203.
11
219.
18
205.
If
201.
16
254.
17
283.
12
188.
c,
177.
140
216.
36776000*
1
U> = X
0
0.
0
0.
c
0.
0
0.
2
156.
4
228.
10
193.
9
190.
11
196.
18
201.
23
192.
13
190.
4
189.
6
162.
4
163.
2
172.
106
191.
W = X
0
n.
0
0.
0
0.
r
0.
0
0.
n
c.
0
c.
2
171.
2
17ft.
1
178.
1
155.
c
181.
1
162.
C
G.
0
n.
0
c.
12
175.
U = x
2
515.
3
325.
2
397.
0
0.
0
0.
0
0.
0
0.
3
183.
4
174.
2
174.
0
P.
1
If 6.
0
0.
0
0.
1
171.
6
248.
24
259.
VKX
7
226.
6
233.
3
229.
2
179.
1
188.
1
219.
T
159.
2
190.
7
182.
2
244.
3
178.
0
0.
2
189.
6
215.
5
190.
9
240.
5°
209.
360960001
w> = x
0
0.
c
0.
0
0.
0
0.
0
c.
0
0.
0
0.
6
254.
e;
276.
14
302.
14
252.
e.
207.
2
194.
n
0.
0
0.
0
0.
46
263.
WO
C
0.
n
0.
0
c.
p
0.
0
G.
C
0.
c
G.
9
240.
16
222.
10
246.
13
210.
c
192.
3
205.
2
165.
?
18C.
1
338.
65
220.
362480001
7
u> = x
C
0.
n
0.
0
n.
P
n.
c
n.
0
0.
4
194.
4
200.
3
213.
2
1°5.
1
17C.
2
183.
C
r.
0
p.
0
p.
r
C.
16
1Q6.
W
-------
UPDATED AIR QUALITY EVALUATION - J&l STEEL, YOUNGSTOWN, OHIO
Stations used 1n update:
Continued operation: #1, #2, #4, #5, #6, #7
New stations: None
Discontinued stations: None
Trends 1n geometric means:
Stations #2, #4, and #5, In the vicinity of the JAL Campbell Works,
all had Spearman rank correlation coefficients (-0.91, -0.77, and -0.78,
respectively) that Indicated strong downward trends 1n TSP levels.
In the vicinity of the Brier H111 Works, station #1 has a Spearman rank
correlation coefficient of -0.84, Indicating a long-term downtrend.
Station #6 has had a series of downward and upward trends.
Attainment status:
All stations showed primary standard nonattalnment 1n 1978 and 1979.
However, stations #2 and #5 did not exhibit primary standard violations
1n 1980.
Pollution roses:
Roses for all stations have configurations similar to those 1n the previous
study; however, the magnitudes of the average concentrations associated
with many of the high Impact direction sectors are generally lower.
Standard exceedance roses:
Primary standard exceedances associated with persistent winds most
frequently occur with winds from the west and west-northwest at station
#6; these directions Include the Brier H111 coke ovens and the U.S. Steel
boilers, sinter, and blast furnaces. The vast majority of the primary
exceedance cases at stations #4 and #5 occurred with wind directions
from the Campbell Works; 1n fact, 17 out of the 29 cases occurred with
persistent winds (<*»0.90) from these directions (south-southeast through
southwest) at station #5.
18-18
-------
KAISER STEEL
Fontana, California
EPA Region IX
19-1
-------
HiVol Monitoring Sites in the Vicinity of Kaiier Steel - Fontana, California
IO
IN3
X #2
X #3
X #4
X. #5
X #6
X #7
S A ROAD *
052680001
055380001
0565350001
056680001
058440003
058440004
State ilte
36-166
Site Name and Address
14838 Foothill Blvd.
Fontana
8384 Cypress
Fontana
(before 6/73
Ontario International
Airport, Ontario
Rlvertlde Co. Bldg.
5888 Minion Blvd.
Rubidoux
City Hall
17Z W. 3rd Street
San Bernardino
Civic Center
155. D Street
Upland
Port Office
3rd Street G Arrow Hwy
Upland
Municipal Airport
Rialto
Plant Location from Site
Bearing Distance
(km)
210°-221° 2. 9-3. 6
249°-255° 5. 0-5. 9
740-77° 10.2-11.1
317°-321° 12.2
263° 19. 9
95° 13. 8
95° 13. 5
2410-245° 9.9
Elevation (m)
Above Ground MSL Plant
3 446 111
4 448 113
unknown 291 -44
4 244 -91
28 316 -19
4 380 45
6 383 48
t 433 98
Site
Description
Trailer roof
Building roof
unknown
Building roof
Building roof
Building roof
Building roof
ground-level at
edge of airplane
parking area
Nearest Roadway
Direction/Distance
Name ,mj Volume
Foothill Blvd. S 350 4 lane
Moderate
Cypress E 60 2 lane light
unknown
Mission Blvd. NE 38 6 lane
Heavy
3rd S 75 All
4th N 75 4
Arrowhead W 75 Lane
Mountain View E 75 Moderate
D Street S 22 2 lane light
Arrow Hwy S 45 4 lane
Moderate
3rd Street W IS 2 lane
Moderate
Miro Way S 12 2 lane
Very light
* Critical Site.
X-- Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Foothill Blvd.
* Fontana
(new site)
-------
TSP 18 nONTH RUNNING GEOMETRIC HEANS FOR KAISER STEEL - FONT ANA, CA
dbW
800 —
s I5e—
P
U
G
n
*
< 100 —
3
—
50 —
PRJIMRV
SKQUPM*
J'TT'o1
1973
1974
197S
+•
1976
4-
-*•+ -+-+-H-
1977
+*+H- +
•f
1978
+
j. -f*"***-
•N-
1979
\.
1980
LEGEND
SAROAD ID SITE ID
•f g2C9M«l 1
-------
TSP DATA SUMMARY FOR KAISER STEEL - FONTANAt CA
SAROAD STATION « 052680001 SITE ID » 01
UNITS : MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
« OF HEADINGS : 0 0 0 0 47 «54 58 SO 51
GEOMETRIC MEAN! ****** ****** ****** ****** 115.0 139.? 108.7 116.4 103.3
GEOMETRIC S • D • : ****** ****** ****** ****** 1,7 i,g 2.0 2.0 2.0
HIGHEST 3Y
LARSEM EXTRP: ****** ****** ****** ****** 580.7 844.6 96R.3 895.0 800.9
IST HIGHEST: ****** ****** ****** ****** 338.0 288.6 379.0 320.0 417.'?
DATE : ****** ****** ****** ****** 761003 770218 781005 790912 S0100S
HIGHEST: ****** ****** ****** ****** 319.0 276.0 325.0 279.0 385.0
DATE : ****** ****** ****** ****** 760717 771103 780?01 790626 801135
# OF READINGS
EXCEEDING 250: 0 0 0 0 ! 4 4 4 3
« OF READINGS
EXCEEDING 150 : 3 0 0 0 18 31 19 23 17
RAMGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
ft
0
0
0
0
0
0
0
0
0
0
n
0
0
0
0
c
0
0
0
0
0
0
0
0
0
0
0
6
20
16
2
2
1
0
0
5
14
19
12
4
0
0
0
12
19
13
10
3
1
0
0
9
21
14
12
4
0
0
0
13
17
11
7
r\
9
I
r
****** INDICATES MISSING OR INSUFFICIENT DATA
19-5
-------
UPDATED AIR QUALITY EVALUATION - KAISER STEEL, FONTANA, CALIFORNIA
Stations used in update:
Continued operation: #1
New stations: None
Discontinued stations: None
Trends 1n geometric means:
Station #1, with a Spearman rank correlation coefficient of -0.58,
displays an overall downtrend.
Attainment status:
Station #1 remained 1n nonattalnment throughout the period 1978-1980.
Pollution roses:
None were generated due to lack of appropriate wind data.
Standard exceedance roses:
None were generated due to lack of appropriate wind data.
19-6
-------
LONE STAR STEEL
Lone Star, Texas
EPA Region VI
20-1
-------
PLANT HISTORY UPDATE - LONE STAR STEEL - LONE STAR, TEXAS
No analysis of TSP data is possible due to the lack of relevant monitor-
ing data. The nearest TSP station is approximately 40 km from the Lone
Star mill.
20-2
-------
453770001
455160001
•
Texarkana
Mount
Pleasant
Lone Star
Steel
455240002
Tyler
452180001
•
Longview
(Gregg County)
100 km
TSP Monitors in Relation to Lone Star Steel - Lone Star, Texas
20-3
-------
NATIONAL STEEL
Weirton, West Virginia
EPA Region III
21-1
-------
Hi-Vol Monitoring Sites in the Vicinity of National Steel Corporation - Weirton, West Virginia
#3
i
fsi
X #4
#6
SAROADI
50-2000-003-F02
50-2000-002-F02
36-6620-003-101
36-6420-004-102
36-6620-001
Stte N«m« ind Addren
Weirton Fire Station
Weirton, West Virginia
Weirton Library
3442 Main Street
Weirton, Welt Virginia
SC Dennis School
Toronto, Ohio
Carfield School
936 North Sth Street
Steubenvllle, Ohio
Fire Department
6025 4th Street
Toronto, Ohio
Plant location from Site
Bearing Distance
Browm Uland
Coke Battery 325
Mainland
Coke Battery 333°
Blast Furnaces 345°
BOF4°
Sintering 342°
3.0km
2.75km
2.4km
I. 4 km
2.1km
NOTE. Library site It
approximately 100 meters
wot of Weirton Fire Station.
Library lite discontinued and
moved to Fire Station July
1975. No significant location
change relative to plant
point sources.
Browns Island
Coke Battery 173°
Mainland
Coke Battery 165°
Blast Furnaces 156°
BOF1S20
Sintering 158°
Browns Island
Coke Battery 1.5°
Mainland
Coke Battery 6°
Blast Furnaces 13
BOF23°
Sintering 17°
Browns Island
Coke Battery 190
Blast Furnaces 190°
BOF1680
Sintering 171°
3.4km
3.5km
3.9km
5.0km
4.1km
5.6km
5.6km
5.6 km
5.0 km
5.5km
3.65
4.59
5.6
4.68
Elevation (meters)
Above Ground MSL Plant
218
-4.5
10.5
221
-1.5
7.5
245
23
218
-4.5
8.2
220 -2
Site
Description
Rooftop
Urban
Commercial
Rooftop
Urban
Commercial
Rooftop
Residential
Rooftop
Urban
Residential
Rooftop
Nearest Roadway
Direction/Distance
(m)
Volume
Main Street
Cove Road
Railroad
W 150
N 120
S G E 120
Ma in Street W 45
Cove Road N 90
Railroad
230
Route 7
W 250
Titanium Metals SE 700
Route 7 E 30
Railroad E 45
Ohio River E 90
Federal Paper Board
Paper Incinerator S
4th Street
400
4-lane heavy
2-lane
moderate
2-3 tracks
RR Yard to S
4-lane heavy
2-lane
moderate
2-3 tracks
4-lane
moderate to
heavy
4-lane heavy
2-trackf
moderate
barge traffic
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no stiong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Station # Terrain Distance Rating
1. 3,
6
III
U
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 1n Methodology section
N
NATIONAL STEEOI
Kj-j:? y$& Elevations over 300 m
TSP roses for National Steel - Weirton, West,
Virginia, for the period 1978-1980 for cases
of w>0.85. Each circle represents 50 yg/m3.
21-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
National Steel--Welrton, WV
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mom torn
#1
0
0
0
0
1
0
8
5
2
1
2
1
0
2
1
_3
26
ig Site
#3
0
0
0
0
1
0
2
0
2
1
1
1
0
1
1
_2
12
Numbers
#6
0
0
0
0
1
0
13
5
0
1
1
0
0
2
1
_3
27
21-4
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/MM3) FOR NATIONAL STEEL - UEIRTON, UU
250-
200—
no
i—«
tn
s 15e—
p
u
G
M
X
X 100 —
3
50—
pRinARY.
1973
1974
197S
'""."a"
00o
oo"ooP
1976
1977
1978
1979
19M
LEGEND
SAROAD ID SITE ID
+ 508000003 1
502000002 2
O 366620003 3
-------
T5P 12 MONTH RUNNING GEOMETRIC MEANS
-------
TSP DATA SUMMARY FOR NATIONAL STEEL - UEIRTOMt WV
SAROAD STATIOM " 502000003 *TTE ID tt 01
UNTTS : MI
YEAR 197? 1973 1974 1975 1976 1977 197P 1979 1980
« Or READINSS : 0 0 0 36 65 37 27 38 43
GEOMETRIC MEAN: ****** ****** ****** ****** 133.1 90.7 ****** ****** 81.1
GEOMETRIC S • 0 • : ****** ****** ****** ****** 1.7 1.6 ****** ****** 1.3
HI3HEST 3Y
LARSEM "XTR3: ****** ****** ****** ****** 587.6 349.3 ****** ****** 194.1
ir,T HIGHEST: ****** ****** ****** 377.0 '66.0 237.0 205.0 20?.o 135.3
DATE : ****** ****** ****** 751119 7*0907 770413 780408 793509 300515
2ND HIGHEST: ****** ****** ****** 344.0 3M.o i«?4.o ie?.c 157.0 133.o
HATE : ****** ****** ****** 751118 760413 770531 780601 791013 B0062S
» oc
EXCEE3IM3
n Or READIN3S
EXCEEDING 15D : C 3 0 12
0- 65:
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****** INDICATES MISSTNC fip INSUFFICIENT
21-7
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-------
YEAR
TSP DATA SUMMARY FOR NATIONAL STEEL - UEIRTONt WV
SAROAO STATION » 502000002 SITE ID » 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1975 1977 1978 1979 1990
» OF READINGS
38
20
57
GEOMETRIC MEAM: ****** ****** 174*0 ****** ****** ****** ****** ****** ******
GEOMETRIC S.D.: ****** ****** 1*5 ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP:
****** ****** 554*9 ****** ****** ****** ****** **i
t ****
IST HIGHEST:
HATE :
307.0 278.0 370.0 450.0 ****** ****** ******
72CS07 730910 740909 750220 ****** ****** ******
• ** * *
r ** * *
2ND HIGHEST:
DATE :
295.0 234.0 345.0 351.0 ****** ****** ****** ****** ******
720S24 730827 740708 750123 ****** ****** ****** ****** ******
» OF READINGS
EXCEEDING 263
« OF READINGS
EXCEEDING 150
1ft
11
40
15
RAMGE
0" 65:
56-130:
131-195:
196-260*.
261-325:
326-390:
391-455:
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****** INDICATES MISSING OR INSUFFICIENT DATA
21-8
-------
DATA SUMMARY rOR VATTOVAL STEEL - WTIRTOM, WV
SAROAH STATIOM « 366620003 SITE ID * 03
UNITS : MICROGRAMS/M**3
YEAR 1972 1973 197* 1975 1976 1977 1978 1979 19«0
POC READINGS: 0 0 6? 52 56 61 33 0 A
GEOMETRIC IE AN: ****** ****** 101.3 93.6 81.9 71.6 ****** ****** ******
GEOMETRIC S.D.: ****** ****** 1.7 1.7 1.8 1.7 ****** ****** ******
HIGHEST BY
LARSEN E x T R P : ****** ****** 551.7 429.5 439.0 364.n ****** ****** ******
IST HIGHEST: ****** ****** 440.0 289.0 ?6^.o 227.0 211.0 ****** ******
DATE : ****** ****** 740803 750723 760418 77CI419 78052C ****** ******
2ND ^IGHEST: ****** ****** 266.0 265.o ?52.o 205.0 203.0 ****** ******
DATE : ****** ****** 740920 750717 760406 770212 7SQ713 ****** ******
« Or READIN3S
EXCEEDING 260 : 3 0 2 2 1 0 0 0 1
» Or REA?IM3S
EXCEEDIVG 150 :00 18 9^6601
RA
0
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326
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****** INDICATES MISSIMG OR INSIFF1C IENT TATA
21-9
-------
YEAR
TSP DATA SUMMARY FOR NATIONAL STEEL - UEIRTON* WV
SAR3AD STATION * 356620001 SITE ID » 05
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
ft OF READINGS :
15
61
61
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** 93*3 103*7
GEOMETRIC S*D*: ****** ****** ****** ****** ****** ****** ****** 1.7 j.fc
HIGHEST 3Y
LARSESI EXTRP:
****** ****** ****** ****** ****** ****** ****** 4S1.3 592,3
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** 464*0 329*0 299»0
****** ****** ****** ****** ****** ****** 781104 790220 800620
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** 180*0 235*0 25*4*3
****** ****** ****** ****** ****** ****** 781023 793509 300912
n OF READINGS
EXCEEDING 260
» OF READINGS
EXCEEDING 150
13
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325*.
326-390:
391-455:
>455:
0
0
0
0
0
0
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1
1
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33
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1
0
0
3
****** INDICATES MISSING OR INSUFFICIENT DATA
21-10
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
NATIONAL STEEL - UEIRTON* kV
(All Cases > 260 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSF OF PRIMARY EXCEEDANCFS
SAROAD # 502000003 50200000? 366620003 502000005 366620001
SITE IB « 1 ? 3 5 6
DIRECTION W>=X U=X U=X W=X W=X W
-------
?4-HR STANDARD FXCEEPANCE POSE FOR
NATIONAL *TEEL - UEIRTON, WV
(All Cases > 150 yg/m3 for 1972-1980)
V=0.850
COUMT/AVERAGE TSP OF SECONDARY EXCEEDANCES
S A R 0 A H »
SITE 1C »
DIRECTION
N COUNT:
AVE TSP:
NNF COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
EME COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
s u COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVF TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
f 020
w> = x
0
0.
c
0.
0
c.
0
0.
n
0.
P
0.
•*
16?.
n
0.
c
0.
0
0.
0
0.
c
0.
1
151.
1
152.
1
20?.
C
D.
4
16«.
00003
1
W = x
0
0.
0
0.
0
0.
0
0.
0
0.
c
0.
1
211.
0
0.
0
0.
3
201.
4
234.
4
237.
0
0.
0
0.
4
21ft.
1
16R.
17
?!•».
00002
2
W =
0
o
0
0
n
0
0
0
P
0
P
0
4
IP?
1
227
1
16P
1
440
I
155
1
?17
0
C
C
0
3
17?
0
0
12
20?
620003
3
X W = x
0
0.
n
0.
0
r.
n
0.
0
0.
0
0.
0
c.
c
0.
0
c.
0
0.
0
r>.
C
0.
c
c.
o
0.
f>
0.
0
0.
0
0.
00005
5
w = x
0
0.
0
p.
c
0.
0
0.
0
0.
P
0.
3
1?3.
1
192.
0
0.
0
0.
0
0.
n
C.
0
p.
0
0.
0
P.
0
0.
4
1?6.
0001
U
-------
UPDATED AIR QUALITY EVALUATION - NATIONAL STEEL, WEIRTON, WEST VIRGINIA
Stations used in update:
Continued operation: #1
New station: #6 (1978)
Discontinued stations: #2 (1975), #3 (1978)
Trends 1n geometric means:
Strong downward trends 1n TSP levels were detected particularly at sta-
tions #1 and #3, as Indicated by the Spearman rank correlation coeffi-
cients of -0.82 and -0.96. However, these downtrends ended in 1978. At
station #1, geometric means for periods ending In early 1980 were higher
than those of the latter half of 1978.
Attainment status:
Station #1 remained in nonattalnment for the primary TSP standard through
1978-1980. Station #3 Indicated attainment of the primary annual stan-
dard 1n 1977, but the station was shut down in 1978. However, station #6,
which replaced #3, Indicated nonattalnment in 1979 and 1980.
Pollution roses:
The only station indicating mill Impact 1s station #1. It is uncertain
whether the mill actually has little impact on other stations or whether
the roses show this result due to complex wind flow in the valley regime
1n which the mill and stations are located.
Standard exceedance roses:
None of the primary 24-hour standard exceedances can be directly related
to the mill based on wind direction.
21-13
-------
NATIONAL STEEL
Granite City, Illinois
EPA Region V
22-1
-------
National Steel - Granite City
#1
X#3
ro
ro
#5
X #6
X #8
#9
SAROAD »
142960006
142960007
142960008
142960009
142960010
142960011
142960014
142960015
142960016
Site Name and Address
City Hall *
2000 Edison Avenue
Fire Station #1
23rd G Madison
Lake School
2301 E. 23rd Street
Dallas Residence
2001 E. 2"0th Street
Air Products
ISthG Madison
Fire Station #2
Roosevelt Ave E Rock Rd
Norfolk S Western
NEW railroad
Frohardt School
Johnson Avenue
Lincoln E Nameoki *
(Farmers Market)
23rd G Nameoki
Plant Location from Site
Bearing Distance
Coke 106° 2. 3 km
Blast Furn 115° 2.0km
Sinter 125° 1. 9 km
DOF 140° 1. 2 km
Coke 120° 1. 7 km
Blast Furn 140° 1.5km
Sinter 152° 1. 5 km
BOF 186° 1. 2 km
Coke 230° 1. 0 km
Blast Furn 230° 1. 5 km
Sinter 230° 2. 0 km
BOF 248° 2. 5 km
Coke 85° 1. 6 km
Blast Furn 95° 1.3km
Sinter 115° 0. 8 km
BOF 1800-270° 0. 1 km
Coke 85° 2. 7 km
Blast Furn 90° 2. 3 km
Sinter 98° 2 0 km
BOF 90° 1 2 km
Coke 118° 3 6 km
Blast Fum 123° 3. 5 km
Sinter 130° 3 4 km
BOF 90° 1. 2 km
Coke 20° 0 6 km
Blast Furn 330° 0. 3 km
Sinter 270° 0. 4 km
BOF 285° 2. 5 km
Coke 196° 2. 9 km
Blast Furn 200° 3. 3 km
Sinter 202° 3. 6 km
BOF 214° 3. 8 km
Coke 190° 0. 5 km
Blast Furn 215° 1. 0 km
Sinter 215° 1 5 km
BOF 245° 1. 8 km
Elevation
Above Ground MSL Plant
8 130 3
3
3
3
8 126 2
2
2
2
4 126 0
0
0
0
5 126 0
0
0
0
8 126 0
0
0
0
3 126 0
0
0
0
3 126 0
0
0
0
5 128 5
5
5
5
5 126 0
0
0
0
Site
Description
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Nearest Roadway
Name Direction/Distance Volume
Edison Avenue SE 15 Heavy
23rd Street SW 15 Moderate
Madison Ave NW 15 Heavy
23rd Street . SW 30 Heavy
2Cth Street NW 9 Moderate
15th Street SW 30 Light
Madison Ave SE 30 Heavy
Roosevelt Ave
Rock Road
dirt road W 15 Light
Johnson Ave. N 25 Light
23rd Street N 120 Moderate
Nameoki Rd W 120 Moderate
* Critical Sites
X— Indicates that data from this station were included in the original 1973-1977 analysis; however, no strong mill impact
on TSP was noted at this site. Based on the likelihood that this situation has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Wind Data Representativeness
Station # Terrain Distance Rating
1, 2, 4
5, 7, 9 I G VG-G
N.B. See Table 5 in Methodology section.
Rt. 203
ro
ro
i
GO
^
/
1
I
• \
;ilq
i
1
1
meter
TSP roses for National Steel - Granite City,
Illinois, for the period 1978-1980 for cases
of ">>o.90. Each circle represents 50 g/m3.
LSTEEL
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
National Steel--Granite City, IL
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
#1
2
0
2
2
0
4
6
4
5
1
1
1
3
6
5
0
42
Monitor
#2
5
1
2
1
2
4
7
9
11
2
2
2
6
10
6
1
71
"ing in
#4
7
3
3
1
2
10
8
16
14
3
2
2
10
14
10
2
107
;e NirniDE
£5
6
1
2
1
1
6
6
10
11
2
2
2
6
10
5
1
72
frs
#7
6
0
2
1
2
6
7
10
11
2
2
3
6
10
4
1
73
#9
6
0
2
1
2
6
8
7
11
2
2
3
6
11
6
2
75
22-4
-------
TSP 12 MONTH RUNNING GEOMETRIC REAMS
-------
TSP 12 MONTH RUNNING GEOMETRIC HEANS o
ro
i
CTl
599-
l 15e~
p
u
G
H
*
* lee-
3
-
™
59-
9 —
„
X
PRIIMRV
SECQMPMY
.1 A .1 ft
,-H-f
.1 A t n
^
++"*"
•H-
•
1 A 1 ft
++f+ ++ *
A
A*
A
1 A I A
+ ++
***** \
I A W *±
**\
A*A* +++^+
***"*•*•
o"
ao oo«00«»
• ^ • ^«.
A
-K^
a
" • aa o°°
I 1 1 I I I I II I I
J+\
V
AA
AAA
a
i i i i i i i i . • i
LEGEND
SAROAD ID SITE ID
14896M10 5
14Z96M14 7
3 14296M16 9
1973 1974 1975 1976 1977 1978
0 J A J 0
1979 198*
-------
YEAR
TSP DATA SUMMARY FOR NATTOMAL STEEL - GRANITE CITY, IL
SAROAD STATION # 1*2960006 SITE Id « 01
UNITS : MICROGRAMS/M**3
197? 1973 197* 1975 1976 1977 1978 1979 1980
» OP READINGS
58
59
17
59
59
55
56
GEOMETRIC MEAN: 1?7.9 95.0 ****** 96.1 113.9 107.8 104.5 109.« ******
GEOMETRIC S.D.:
1.5 1.* ****** 1.5 1.5 1.5 1.6 1.5 ******
HIGHEST
E:XTRD: 391.3 2*1.1 ****** 307.8 3*1.6 337.0 380.6 3*1.1 ******
IST HIGHEST:
DATE :
?8?.0 196.0 219.0 199.0 225.0 238.0 197.0 239.0 ******
720*27 7307(39 7*1008 7510D3 760*^0 770308 780*08 790?!' ******
2MD HIGHEST:
DATE :
?57.0 18*.0 168.n 177.0 221.0 231.0 19?.0 22?.0 ******
720831 730116 7*1107 7510C9 761015 77031* 780526 790316 ******
« OF READINI3S
EXCEEDING 2S3
ft OF READINGS
EXCEEDING 150
20
17
13
10
RAMSE
o- *s:
f.6-130:
131-195:
196-260:
261-325:
326-390:
391-*55:
>*55:
*
25
23
5
1
D
0
0
9
*2
7
1
0
0
0
0
6
f>
*
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0
0
0
10
3*
11
1
0
0
0
0
5
30
20
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0
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0
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5
35
16
3
0
0
0
0
8
29
17
1
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0
0
5
33
12
6
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0
0
0
0
0
n
D
n
'}
1
r<
****** INDICATES MISSING OR INSU^FICIFNT DATA
22-7
-------
YEAR
TSP DATA SUMMARY COR NATIONAL STEEL - GRANITE CITY, IL
SAROAD STATION « 142960007 SITE ID » 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
» Or READINGS t
20
54
61
50
GEOMETRIC MEAN: ****** ****** ****** 105.4 12?. ft 111.6 114.1 117.9 108.7
GEOMETRIC S.D. :****************** 1.6 1.6 1.7 1.5
(, 1.5
HIGHEST 3Y
LARSENI EXTRP:
****** ****** ****** 405.0 454.7 539.1 393.4 445.4 37R.1
1ST HIGHEST
DATE :
****** ****** 182.0 306.0 322.0 385.0 229.0 232.0 242.0
****** ****** 741107 751003 760224 77030? 781228 790322 P00527
2ND HIGHEST;
DATE t
****** ****** 154.0 241.0 ?71.0 276,0 219.0 273.0 219.1
****** ****** 7408?! 751021 760406 77030R 780719 790316 900825
n OF READINGS
EXCEEDIMG 2SO
n OP READINGS
EXCEEDING 150
12
?3
17
18
23
11
RANGE
0- 65!
S6-15C!
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
u
0
3
0
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0
0
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0
4
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27
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9
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0
8
28
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8
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4
2
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0
0
8
22
15
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****** INDICATES MISSING OR INSUFFICIENT DATA
22-8
-------
TSD DATA SUMMARY FOR NATIOMAL STEEL - GRANITE CITY, IL
SARraD STATION » 142960009 SITE ID » 0*
UNITS : "!ICROGRAMS/^**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
« Or READINGS : 50 60 17 59 60 55 61 93 122
GEOMETRIC MEAN: 205.2 20?.3 ****** 157.5 2C5.3 186.0 177.0 215.4 167.S
GEOMETRIC S.D.: 1.7 1.5 ****** 1.4 1.5 1.7 1.6 1.7 l.S
HIGHEST 3Y
LARSEN EXTRP: 945.9 716.5 ****** 441.7 675.5 881.3 760.1 192Q.? 624.5
IST HIGHEST: 754.0 577.0 233.0 353.0 753.0 592.0 430.0 936.0 375.0
DATE : 720614 731019 740827 751021 760224 771221 781222 791205 80110R
2ND HIGHEST: =551.0 547.0 222.0 307.0 527.0 435.0 39?.o 6si.o 352.0
DATE : 720712 730516 74Q920 75C325 760319 77030P 780414 790S?0 900310
tt OP READINGS
EXCEEDIM3 260 : 17 17 0 3 14 16 13 32 19
« Oe HEADINGS
EXCEEDING 150 : 36 47 8 33 4 ~> 34 42 70 79
RANGE
0- 65:
66-130:
131-195:
196-260:
261-3?5:
326-390:
391-455:
>455:
0
10
12
11
9
3
2
3
1
7
17
13
10
5
0
2
0
7
5
5
0
0
0
0
1
12
?9
14
2
1
0
0
0
3
22
15
7
2
3
2
0
15
15
9
8
2
?
4
1
14
17
16
10
0
3
Q
2
11
1«
30
1^
11
3
5
3
?°
4^
35
14
'4
0
-\
****** INDICATES MISSING OR INSUFFICIENT DATA
22-9
-------
DATA SUGARY FOR NATIONAL STEEL - GRANITE CITYf IL
SARDAD STATIOM X 142960010 SIT! 13 » 05
UNITS *. VI
YEAR 1972 1973 1°74 1975 1976 1977 1978 1979 1980
» Or READINGS : 79 55 19 61 61 54 56 59 59
GEOMETRIC VEAN: 199.5 160.9 ****** 137.5 154.7 130.9 151.« 159.0 145.1
GEOMETRIC S.D.: 1.6 1.5 ****** 1.5 1.5 1.5 1.6 1.6 1.5
HIGHEST 3Y
LARSEN EXTR?: 741.7 498.4 ****** 436.0 522.8 456.8 594.4 650.2 479.5
1ST HIGHEST: C22.0 344.0 27&.0 326.0 314.0 323.0 416.0 44B.O 323.0
DATE : 720830 731218 741107 75Q7P9 760430 77n?08 78090^ 790912 "00421
2ND HIGHEST: 500.0 3ns.o 257.0 312.0 3io.o ?65,,o 341.0 410.0 301.0
DATE : 720426 731212 740821 751C13 760512 77021B 730824 790331 901223
n OF READINGS
EXCEEDING 260 :c»61272553
n Of READIN3S
EXCEEDING 150 : ?9 35 5 ?8 32 22 25 36 25
RANGE
0- 65!
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
n
o,
8
14
*>
1
0
3
1
14
25
9
5
1
0
0
3
OS
5
?
1
0
0
•)
4
17
31
7
1
1
0
0
2
16
?4
12
7
•)
D
0
2
27
14
9
2
n
0
0
1
22
12
16
3
1
1
0
3
17
18
16
1
0
4
0
3
22
19
1?
3
r\
•3
n
****** INDICATES VI SSI MR OR INSUFFICIENT DATA
22-10
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
NATIONAL STEEL - GRANITE CITY, IL
(All Cases > 260 yg/m3 for 1972-1980)
X=0.fOO
COUNT/AVERAGE TSF OF PRIMARY EXCEEDANCES
SARCAD »
SITE ID ff
HIPFCTION
N COUNT:
AVF TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
ENE COUNT:
AVF TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVF TSP:
SE COUNT:
AVF TSP:
SSE COUNT:
AVF TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVF TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVF TSP:
WNW COUNT:
AVF TSP:
NVI COUNT:
AVF TSP:
MNW COUNT:
AVF TSP:
ALL COUNT:
AVF TSP:
142960006
1
u> = x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
p
0.
0
0.
0
0.
0
0.
n
0.
0
0.
w=x
0
0.
0
0.
0
0.
0
0.
0
0.
1
385.
3
274.
2
314.
1
276.
0
n.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
7
302.
W = X
0
0.
0
0.
0
c.
0
0.
0
0.
0
0.
1
35*.
10
366.
12
339.
2
277.
0
0.
3
401.
7
349.
11
363.
2
335.
p
0.
4»
353.
VKX
0
0.
0
0.
0
0.
0
0.
1
39B.
0
0.
2
30*.
1
291.
12
306.
6
370.
14
347.
11
38«.
10
379.
4
310.
3
3?2.
1
287.
65
348.
142960010
5
W> = X
0
0.
0
0.
0
0.
0
0.
0
0.
2
380.
3
33*,.
2
290.
1
323.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
8
335.
VKX
0
0.
0
0.
0
0.
1
300.
1
319.
2
315.
4
35*.
1
27*.
3
360.
1
301.
0
0.
2
278.
2
275.
3
285.
2
28«.
1
281.
?3
311.
142960014
7
U> = X
1
4? 5.
1
269.
0
0.
0
P.
0
0.
0
0.
0
n.
2
407.
0
0.
0
0.
0
0.
0
(1.
3
351.
11
492.
8
307.
r
0.
26
40?.
UKX
1
363.
0
0.
1
359.
0
0.
0
0.
0
D.
0
0.
0
0.
C
0.
3
455.
1
274.
0
0.
7
349.
7
353.
3
404.
2
309.
25
364.
142960016
9
W> = X
0
0.
0
0.
0
0.
0
p.
0
0.
n
0.
p
0.
0
0.
n
0.
1
302.
0
p.
p
0.
1
417.
p
0.
0
0.
c
0.
2
36 P.
VKX
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
p.
1
341.
?
301.
1
351.
n
n.
i
272.
0
0.
1
288.
0
P.
0
0.
6
309.
22-13
-------
24-HR STANEARC FXCEFRANCf ROSE FOP
NATIONAL «TEEL - GPAMTTE CITY, IL
(All Cases > 150 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SARQAD »
SITE ID »
DIRECTION
N COUNT:
avF TSP:
NNF COUNT:
AVF TSP:
NE COUNT:
AVF TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVF TSP:
ESE COUNT:
ftVF TSP:
SF COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVF TSP:
w COUNT:
AVE TSP:
UNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
14296
1
U> = X
0
0.
n
0.
0
0.
0
0.
1
153.
4
169.
12
179.
6
187.
7
1**.
1
161.
2
185.
C
0.
2
18P.
?
170.
0
0.
0
0.
33
179.
0006
W = X
n
0.
0
0.
0
0.
0
0.
0
0.
2
270.
13
205.
11
226.
11
195.
3
175.
0
0.
1
159.
1
237.
3
IP?.
0
0.
1
175.
46
2C6.
0007
W = x
e
205.
1
151.
C
0.
3
179.
1
205.
11
202.
14
221.
20
2P7.
23
273.
6
226.
?
193.
7
306.
13
2P.6.
20
2PP.
*
244.
2
225.
137
2*7.
W = X
1
1P4.
1
17?.
1
153.
<,
1*9.
2
174.
P
263.
12
239.
16
216.
15
199.
3
207.
1
176.
1
228.
4
211.
7
213.
3
227 .
1
236.
PO
216.
0010
w = X
6
2??.
2
229.
0
n.
n
0.
n
0.
2
203.
3
227.
4
286.
4
159.
0
0.
1
175.
1
?4P.
11
254.
13
451.
12
277.
2
225.
61
2*7.
0014
W = X
0
o.
r
0.
0
n.
C
o.
n
0.
n
0.
2
1*?.
?
20*.
6
1PP.
2
273.
1
163.
2
174.
2
296.
3
10?.
1
221.
1
157.
22
205.
0016
w
-------
UPDATED AIR QUALITY EVALUATION - NATIONAL STEEL, GRANITE CITY, ILLINOIS
Stations used in update:
Continued operation: #1, #2, #4, #5, #7, #9
New stations: None
Discontinued stations: None
Trends in geometric means:
None of the stations exhibits major long-term positive or negative trends
as the Spearman rank correlation coefficients range from +0.39 to -0.17.
Trends in TSP at all of the stations indicate gradual increases in 1978
and 1979 and a rather sharp decline in 1980.
Attainment status:
All stations continued to show nonattainment of the primary standards
throughout 1978-1980.
Pollution roses:
Roses for all stations were quite similar to ones in the previous analysis
with the exception of station #7, which indicated more well-defined impact
of the blast furnace and sinter plant in the newer data.
Standard exceedance roses:
The greatest number of primary standard exceedances occurred at stations
#4 and #7. Many of the exceedances at station #4 are likely due to
emissions from the BOF and from the nearby roadway running between the
station and the BOF. At station #7, the exceedances are concentrated in
the directions from the sinter and blast furnaces.
22-15
-------
NATIONAL STEEL
Detroit, Michigan
EPA Region V
23-1
-------
Hi-Vol Monitoring Sitef in the Vicinity of National Steel - Detroit, Michigan
SAROAD 1
234420005
231180015
12032
12015
12016
12014
12037
Site Name and Address
315Cenesee
River Rouge
6601 W. Fort *
Detroit
Morton Dock *
Windsor, Ontario
Hwy 18 S Prospect *
Windsor, Ontario
College G South Streets
Windsor, Ontario
College E California Streets
Windsor, Ontario
St. Hubert's School
Windsor, Ontario
Plant Location from Site
Bearing DI(BSf
Blast Furn, Boilers
42° 3. 0 km
Coking 45° 2. 7 km
BOF#1 18O° 1.9km
BOF #2 158° 1.6km
Open Hearthl63° 1. 4 km
EAF 176° 2. 0 km
Blast Furn, Boilers
179° 1.9km
Coking 184° 2. 2 km
BOF f 1, BOF 12, Open Hearth,
EAF 195-200° 6. 0 km
Blast Furn, Boilers
338° 2. 3 km
Coking 330° 2. 0 km
BOF#1, BOF #2,
237° 3. 2 km
EAF 233° 3. 5 km
Open Hearth241° 2. 9 km
Blast Furn, Boilers
281° 1.7km
Coking 270° 1. 9 km
BOF#1, BOF #2, EAF, O. H
223-227° 5. 0 km
Blast Furn, Boilers
258° 2. 8 km
Coking 252° 3. 1 km
BOF #1, BOF *2, EAF, O. H ,
224-227° 6. 5 km
Blast Furn, Boilers
253° 4. 5 km
Coking 249° 4. 8 km
BOF#1, BOF #2, EAF, O. H.
228-231° 8. 1 km
Blast Furn, Boilers, Coking
294-297° 6. 6 km
BOF01, BOF #2, EAF, O. H.
261-266° 7.7km
Elevation
Above Ground MSL Plant
4 178 1
4 179 2
4 177 0
6 178 1
4 • 180 3
1 181 4
4 182 5
Site
Description
Trailer top
(residential)
Trailer top
(residential)
Trailer top
Building roof
Trailer top
(residential)
Ground level
on grassy field
Building roof
Nearest Roadway
Name Dlrectlon/DJiWnce Volume
Cenesee NW 6 2 lane light
Rademacher ENE 9 2 lane light
W. Fort NNW 30 4 lane
Moderate
Morton S 300
11
12 Light
9 Light
30 Heavy
ro
CO
ro
#5
#«5
* Critical sites
-------
ro
co
1, 4
Wind Data Representativeness
Station # Terrain Distance Rating
I
2, 5, 6, 7 I
D
N.B. See Table 5 in Methodology section.
TSP roses for National Steel - Detroit,
Michigan, for the period 1978-1980 for
cases of ">0.85. Each circle represents
50
-------
ro
oo
i
^ \Power Plant
V\ Poking
NATIONAL STEEL
*^
U.S. Gypsum
NATIONAL STEEL
TSP roses for National Steel - Detroit,
Michigan, for the period 1978-1980 for
cases of io>0.850 Each circle represents
50 yg/m3.
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
National Steel--Detroit, MI
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
#1
3
7
3
5
6
1
4
3
15
11
13
15
6
6
4
4
106
MOI
#2
3
7
3
4
6
1
4
3
15
11
12
16
7
6
4
4
106
mtonni
#3
0
4
1
3
3
1
2
2
11
8
8
12
5
3
2
3
68
g Site 1
#4
1
5
1
4
3
1
2
2
10
8
6
10
5
3
2
2
65
lumbers
#5
1
5
1
4
3
1
2
3
12
9
8
12
5
3
1
2
72
#6
1
4
1
4
3
1
1
3
12
8
8
13
3
3
1
3
69
#7
1
3
0
2
2
1
2
3
11
9
5
12
4
3
2
3
63
23-5
-------
TSP 12 flONTH RUNNING GEOMETRIC MEANS (UG/ftt*3) FOR NATIONAL STEEL - DETROIT. HI
aee—
ro
CO
i
CT>
s 15C"
p
u
G
e-
TVo'
1973
°°o»"
o.aooo
1974
1975
PTTT
1976
1977
VTT'o1
1978
0,0*
r+. .
1979
19M
LEGEND
SAROAD ID SITE
Z3118M15 S
1089M37 7
O 83442M05 1
ID
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS
-------
TSP 13 MONTH RUNNING GEOMETRIC MEANS (UG/IISS3) FOR NATIONAL STEEL - DETROIT, HI
t\3
co
00
200-
l 150-
S
P
u
G
H
t
* 100-
3
•
50-
0-
"*"**• +• *
+-H-"*"
PPIBARV
J A J 0
1973
*•+*+•"*%.
+.
\
1974
!|1**H-
+*^
1975
+
^t"f+."hi.
1976
W****"**
.-+•* *
J A J 0
1977
V
+
J A J 0
1978
.'"•'-W" T
J A J 0
1979
+
J A J 0
LEGEND
SAROAD ID SITE ID
10200032 3
-------
YEAR
TSP DATA SUMMARY FOR NATIONAL STEEL - DETROITt MI
SAROAD STATION » 234420005 SITE ID * 01
JNITS : MICROGRA*1S/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
READINGS
58
53
60
57
60
61
61
59
60
GEOMETRIC MEA\: 124.7 109.0 103.5 101.6 92.2 94.4 115.9 113.1 84.3
GEOMETRIC S.D.: 1.5 1.6 1.6 1.5 1.5 1.7 1.7
1.8
HIGHEST 3Y
LARSEN EXTRP:
439.5 441.2 376.4 310.9 306.9 4*8.1 575.7 606.3 321.?
IST HIGHEST:
DATE :
423.0 355.0 253.0 217.0 250.0 323.0 31S.Q 403.0 197.T
720620 730416 740306 750729 760418 770419 780526 790509 B00521
2ND HIGHEST:
DATE :
293.0 347.0 230.0 214.0 184.0 243.0 280.0 310.0 173.0
720521 731025 740610 750518 761003 770525 781104 790P13 80032^
» OF READINGS
EXCEEDING 260
» Op READINGS
EXCEEDING 150
19
13
15
11
12
24
22
RANGE
0- 65:
66-130:
131-195:
196-2SO:
261-325:
3?6-?90:
391-455:
>455:
5
26
19
6
1
0
1
0
6
32
R
4
1
2
0
0
12
27
18
3
0
0
0
0
7
35
13
2
0
0
0
0
15
30
14
1
0
0
0
0
12
34
8
6
1
0
0
0
11
22
20
4
4
0
0
0
12
22
15
6
?
0
1
0
17
31
11
1
3
n
n
n
****** INDICATES MISSING OR INSUFFICIENT DATA
23-9
-------
YEAR
TSP DATA SUMMARY FOR NATIONAL STEEL - DETROITt MI
SAROAD STATION » 231190015 SITE ID # 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
8 Op READINGS :
56
61
•50
59
59
59
GEOMETRIC MEAN: 152.? 155.3 134.9 128.6 114.3 107.9 119.6 122.3 110.5
GEOMETRIC S.D.
1.5
1.5 1.6 1.5 1.5 1«6 1.8 1.6 1.6
HIGHEST 3Y
LARSEM EXTRP:
554.2 547.8 597.2 462.1 406.0 434.4 663.5 496.3 408.7
1ST HIGHEST: 554.0 373.0 423.0 307.0 385.0 303.0 386.0 327.0 272.0
DATE : 720421 730925 740523 751027 760903 770419 780707 790509 800421
2ND HIGHEST:
DATE :
460.0 357.0 357.0 304.0 298.0 244,0 354.0 285.0 262.3
720122 731025 740411 750617 760418 770624 781104 791?20 90081=)
» OF READINGS
EXCEEDING 26C :
» OF READINGS
EXCEEDING 153 :
27
?8
24
16
13
15
18
16
RANGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
3
15
?4
11
0
1
u
2
0
21
17
8
5
3
0
0
7
20
19
8
3
3
1
0
4
23
15
4
4
0
0
0
3
39
11
4
2
1
0
0
7
34
11
6
1
0
0
0
7
26
14
7
3
2
0
0
5
28
13
10
1
1
0
0
• 5
3*
16
4
2
0
0
0
****** INDICATFS MISSING OR INSUFFICIENT DATA
23-10
-------
TS=> DATA SJMMA3Y FOR NATIOMAL STEEL - DETROIT, MI
SAROAD STATION! » 10200032 SITE TD * 03
UNITS : MICROGRA»1S/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
» OF *EADIM3S : 53 61 56 58 71 63 54 58 0
GEOMETRIC MEANJ: 126.? 120.1 94.0 SO,9 89.* 92.9 78.6 94.0 ******
GEOMETRIC S.D.: 1.6 1.5 1.6 1.6 1.7 1.6 1.7 1.4 ******
HIGHEST 3Y
LARSENI EXTRD: 479.4 376.& 340.9 303.9 397.9 399.3 395.9 245.5 ******
1ST HIGHEST: 287.0 319.0 210.0 266.0 284.0 412.0 279.0 205.0 ******
DATE ! 720521 730907 740920 750518 761112 770513 7809Q5 790905 ******
2MD HIGHEST: 253.0 272.0 207.0 205.0 228.0 287.o 245.0 154.0 ******
HATE : 721016 73082? 74P523 750319 750915 770413 780R24 790513 ******
n OP READIN3S
EXCEEDING 250 :23011?10H
» OP READIM3S
EXCEEDING 150 : ?0 16 10 6 10 10 8 1 1
RAMGE
0- 65:
66-130:
171-195:
196-260:
261-325:
326-390:
391-455:
>455:
5
24
15
7
2
0
0
D
5
30
23
0
3
0
0
0
11
32
10
3
0
0
0
0
Ifl
30
8
1
1
0
0
0
16
41
12
1
1
0
0
0
15
33
10
2
2
0
1
0
18
28
5
2
1
0
0
0
14
37
5
1
0
0
0
0
****** INDICATES MISSING OP INSUFFICIENT DATA
23-11
-------
YEAR
TSP DATA SUMMARY F0» NATIONAL STEEL - DETROIT* VT
SAROAD STATION « 10200015 SITE ID 8 04
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
* OF READINGS :
56
55
55
55
76
65
55
49
GEOMETRIC MEAN: 182.9 146.6 151.7 105.1 112.7 93.4 92.« 97.fi ******
GEOMETRIC S.D.: 1.7 1.7 1.4 1.4 1.5 1.8 1.7 1.5 ******
HIGHEST 3Y
LARSEN EXTRP:
854.5 656.5 429.3 288.0 372.7 492.7 406.8 333.3 ******
IST HIGHEST:
DATE :
644.0 759.0 324.0 267.0 385.0 322.0 29*.0 239.0 ******
720204 730110 740228 750301 760307 770513 780321 790906 ******
HIGHEST:
DATE
550.0 417.0 323.0 199.0 313.0 283.0 237.0 239.0 ******
720119 731206 740123 750112 760711 770115 780526 790720 ******
» OF READINGS
EXCEEDING 250 : 13
* OF READINGS
EXCEEDING 150 : 28
27
27
15
12
RANGE
o- ss:
66-130:
131-195:
196-2SO:
261-325:
326-390:
391-455:
>455:
0
16
19
8
4
•>
2
5
3
19
22
7
3
0
1
1
1
13
M
5
5
0
0
0
4
35
13
2
1
0
0
0
6
44
20
4
1
1
"]
0
15
35
8
4
3
0
0
0
13
28
10
3
1
0
0
0
10
25
10
3
(?
0
0
0
3
3
0
D
0
0
0
1
****** INDICATES MISSING OR INSUFFICITNT DATA
23-12
-------
YEAR
TSP DATA SUMMARY FOR NATIONAL STEEL - DETROIT* MI
SAROAD STATION » 10200016 SITE ID # 05
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
« Oc READIN3S
79
57
55
GEOMETRIC MEAN: ****** ****** ****** 87.6 87.9 94.5 R3.8 34.9 ******
GEOMETRIC S.D.: ****** ****** ****** 1.4 1,5 1.6 1.6 1.4 ******
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ****** 251.1 299.5 397.1 333.8 245.3 ******
1ST HIGHEST
DATE :
****** ****** ****** 218.0 240.0 288.0 245.0 141.0 ******
****** ****** ****** 750810 761116 770706 781104 790316 ******
2MD HIGHEST:
DATE :
****** ****** ****** 153.0 210.0 285.0 222.0 141.0 ******
****** ****** ****** 750623 761015 770419 780526 790714 ******
* Or READIN3S
EXCEEDING 260
* OF READIMSS
EXCEEDING 150
RANGE
0- 65!
56-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
0
c
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
0
0
9
25
5
1
0
0
0
0
17
47
13
2
0
0
0
0
13
39
5
7,
4
0
0
0
15
34
5
3
0
0
0
0
14
35
6
n
0
0
0
0
0
n
0
D
0
r\
•j
3
n
V
****** INDICATES MISSING OR INSUFFICIENT DATA
23-13
-------
YEAS
TSP DATA SUMMARY FOR NATIONAL STEEL - DETROIT, Ml
SAROAD STATION » 10200014 SITE ID * 06
UNITS ! MICROGPAMS/M**3
1972 1973 1974 1975 1975 1977 1978 1979 1980
# OF READINGS
58
66
54
GEOMETRIC MEAN: 152.3 148.2 139.1 94.6 94.4 96.5 77.1 102.6 ******
GEOMETRIC S.D.: 1.5 1.5 1.7 1.5 1.5 1.6 1.7 1.5 ******
HIGHEST BY
LARSENI EXTRP:
505.2 577.9 629.7 294.3 330.5 367.2 350.6 373.2 ******
IST HIGHEST:
DATE :
321.0 604.0 462.0 202.0 264.0 263.0 210.0 273.0 ******
7201?7 730110 741225 750206 751015 770413 7R0321 79DS14 ******
2ND HIGHEST:
DATE :
313.0 279.0 366.0 192.0 211.0 257.0 185.0 241.0 ******
720111 730209 741026 751015 761116 770302 781104 790626 ******
» Or REAOIM3S
EXCEEDING 250
n OF READINGS
EXCEEDING 150
25
26
10
11
10
RAVGE
0- 65:
66-130*.
131-195:
196-260:
251-325:
326-390:
391-455:
>455:
1
IP.
18
11
5
0
0
0
2
14
23
12
2
0
0
1
4
19
22
7
4
1
0
1
10
?5
11
1
0
0
0
0
18
47
13
1
1
0
0
0
12
39
10
4
1
0
0
0
1°
26
8
1
0
0
0
0
10
30
11
4
1
0
0
0
• •)
3
n
9
0
d
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
23-14
-------
YEAR
TSP DATA SUMMARY FOR NATIONAL STEEL - DETROIT* MI
SAROAD STATION « 10200037 SITE ID « 07
UNITS : MICROGRAMS/W**3
197? 1973 1974 197«S 1976 1977 1978 1979 1980
ft OF READINGS t
40
52
52
GEOMETRIC WEAN! ****** ****** ****** ****** ****** 66.7 63*2 52*0 ******
GEOMETRIC S»D»t ****** ****** ****** ****** ****** 1,6 1.7 1,5 ******
HIGHEST 3Y
LARSEN EXTR»:
****** ****** ****** ****** ****** 266*4 301*8 190*8 ******
IST HIGHEST: ****** ****** ****** ****** ****** 186*0 28i*o 131*0 ******
DATE : ****** ****** ****** ****** ****** 770513 7R0201 790906 ******
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** 173*0 150*0 113*0 ******
****** ****** ****** ****** ****** 770419 781116 790509 ******
# OF READINGS
EXCEEDING 260 I
n QP READINGS
EXCEEDING 150 :
RANGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
16
4
3
0
0
0
0
24
21
6
0
1
0
0
0
30
21
1
0
0
0
0
0
0
0
n
I
0
n
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
23-15
-------
24-HR STANBARD EXCFECANCE ROSE FOR
NATIONAL STEEL - DETROIT, !» I
(All Cases > 260 yg/m3 for 1972-1980)
XsO.850
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD n 231
SITE ID #
DIRECTION W>=
N COUNT: o
AVE TSP: o
NNE COUNT: o
AVE TSP: o
NE COUNT: c
AVE TSP: o
ENE COUNT: i
AVE TSP: 295
E COUNT: i
AVE TSP: 554
ESE COUNT: i
AVE TSP: 266
SE COUNT: 2
AVE TSP: 365
SSE COUNT: o
AVE TSP: o
s COUNT: 7
AVF. TSP: 30 R
ssw COUNT: 8
AVE TSP: 326
sw COUNT: 4
AVE TSP: 319
wsw COUNT: 2
AVE TSP: 347
w COUNT: o
AVE TSP: o
WNW COUNT: o
AVE TSP: o
NU COUNT: o
AVE TSP: o
NNW COUNT: r
AVE TSP: o
ALL COUNT: 26
AVE TSP: 330
180015
2
x w=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
281.
0
0.
0
0.
0
0.
0
0.
n
0.
0
0.
1
281.
00037
7
U = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
i
280.
2
290.
7
313.
1
403.
0
0.
0
0.
0
0.
n
0.
n
0.
11
314.
1
U = X
0
n.
0
0.
0
0.
0
0.
0
0.
n
0.
0
n.
0
0.
0
0.
i
273.
3
387.
4
304.
3
339.
1
306.
0
n.
0
0.
12
331.
00014
6
U = X
0
0.
0
0.
0
0.
1
447.
0
0.
0
0.
n
P.
i
340.
0
0.
P
0.
4
452.
4
353.
6
359.
5
347.
1
385.
0
0.
22
376.
0015
WO
0
0.
1
302.
0
0.
C
0.
0
n.
n
0.
0
n.
c
0.
c
P.
P
0.
2
315.
2
387.
C
C.
2
388.
0
n.
n
0.
8
35?.
102
U> = X
0
P.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
p.
P
0.
1
264.
1
288.
0
n.
n
n.
0
n.
0
P.
2
276.
00016
5
W
-------
24-HR STANDARD EXCEEBANCE ROSE FOR
NATIONAL STEEL - DETROITt PI
(All Cases > 260 yg/m3 for 1972-1980)
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAB n
SITE ID «
DIRECTION
N COUNT:
AVF TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsu COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
1020
3
u>=x
0
0.
0
0.
0
0.
0
0.
0
c.
0
0.
0
0.
0
0.
0
0.
0
0.
1
262.
1
283.
1
284.
2
296.
0
0.
0
0.
5
284.
0032
W
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
NATIONAL STEEL - DFTROTT, MI
(AM Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD 9
SITE ID 9
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
ENE COUNT:
AVF TSP:
F COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVF TSP:
s COUNT:
AVF TSP:
ssy COUNT:
AVE TSP:
su COUNT:
AVF TSP:
usy COUNT:
AVE TSP:
w COUNT:
AVF TSP:
WNW COUNT:
AVF TSP:
Ny COUNT:
AVF TSP:
NNy COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
231
u> =
2
219
0
0
3
192
5
207
5
278
4
206
4
286
•j
180
25
232
16
265
17
228
10
213
5
177
fc
160
0
0
0
0
105
227
180015
2
x y = X
0
0.
0
0.
0
n.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
i
281.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
?81.
00037
7
y=x
2
159.
2
176.
6
180.
5
187.
1
159.
4
169.
1
154.
1
280.
22
206.
16
249.
7
222.
3
171.
3
182.
n
0.
0
n.
0
0.
73
207.
1
w=x
1
186.
0
0.
1
214.
0
0.
2
181.
0
0.
1
156.
3
221.
12
177.
10
187.
16
228.
20
223.
11
243.
8
212.
0
0.
0
0.
85
212.
00014
6
y = x
2
169.
1
169.
1
153.
2
306.
0
0.
2
184.
0
0.
;
248.
4
18f .
10
195.
12
273.
16
244.
18
244.
13
256.
1
3P*.
1
191.
8f
239.
0015
y=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
n.
0
0.
i
222.
1
245.
5
197.
5
216.
0
n.
i
156.
0
0.
0
n.
13
207.
00016
5
U
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
NATIONAL STFEL - DETROIT, MI
(All Cases > 150 yg/m3 for 1972-1980)
X=O.R50
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD # 10200032
SITE ID « 3
DIRECTION W> = X U
-------
BAP nONTHLY AND QUARTERLY ARITHHETIC WEANS (NG/fWtS) FOR NATIONAL STEEL - DETROIT, HI
ro
GO
ro
o
C
0
N
C
E
N
T
R
A
T
I
0
N
N
G
/
n
*
X
3
8-
6-
«-
-
2-
-
8 —
J A J 0
1973
J A J 0
1974
J"A"J"O'
1975
J A J 0
1976
J A J 0
1977
*
*
A A
A
A
A
J A J 0
1978
* A
A
A
A
A
A
A* A
A <
J A J 0
1979
+
+
+
J A J 0
1988
LEGEND
SAROAD ID SITE ID
+- 231188815 82
A 18280816 85
-------
ro
CO
ro
NATIONAL STEBL
BaP roses for National Steel - Detroit,
Michigan, for the period 1978-1980 for
cases of w>0.80. Each circle represents
2 ng/m3.
-------
UPDATED AIR QUALITY EVALUATION - NATIONAL STEEL, DETROIT, MICHIGAN
Stations used in update:
Continued operation: #1, #2, #3, #4, #5, #6, #7
New stations: None
Discontinued stations: None
Trends in geometric means:
All stations except ¥1 Indicated an upward trend beginning in mid-1978
through mid-1979. This was followed by a downtrend from mid-1979 through
1980. Unfortunately, the Canadian data were not available for 1980.
Long-term trends were the strongest at station #4 with a Spearman corre-
lation coefficient of -0.89 and moderately negative at stations #6, #3,
and #2 (-0.72, -0.64, and -0.60, respectively).
Attainment status:
All stations except #7, the station farthest from the mill, were in
nonattalnment of the primary TSP standards from 1978 through 1980.
Pollution roses:
Roses for stations #1 and #2 show more definitive impact of the mill
than in the previous analysis. Station #1 indicates impact from both the
Zug Island and Ecorse plants. Canadian stations #3 and #4 continue to
show strong mill Impact, particularly from the Zug Island coke batteries.
Standard exceedance roses:
Approximately two-thirds of the primary standard exceedances at stations
#1 and #2 were associated with wind directions coming from sectors in
which mill sources are located. The majority of exceedances at the
three closest Canadian stations (#3, #4, #5) also occurred with winds
directed from the mill.
23-22
-------
BaP:
BaP was sampled at stations #2 and #5. Monthly values were moderately
high (up to 10 ng/m3). The BaP pollution rose for station #5 tends
to indicate that some of the observed ambient BaP originates from National
Steel coking operations on Zug Island.
23-23
-------
REPUBLIC STEEL
Buffalo, New York
EPA Region II
24-1
-------
HIVol Monitoring Sites In the Vicinity of - Republic Steel. Buffalo, New York
l\3
#3
SAROAD 1
330660003
330660005
330660014
330660006
None
Reference *
1401013
Site Name and Addresi
PubUc School *26*
Dingens G Weiss
Buffalo Port Terminal
Holy Family School
Public School #28
Plant Location from Site
Bearing DlsUnc.
Blast furnaces 225° 1. 3km
BOF 213° 1.6km
Donner Hanna Coke
20S> 2. Okm
Blast furnaces 236° 3. 2km
BOF 229° 3. 3km
Donner Hanna Coke
224° 3. 6km
Blast furnaces 73° 2. 4km
BOF 82° 2. 4km
Donner Hanna Coke
92° 2. 4km
Blast furnaces 318° 2. Okm
BOF 312° 1. 7km
Donner Hanna Coke
300° 1. 4km
Blast furnaces 296° 1. 1km
BOF 276° 0.9km
Donner Hanni Coke
242° 0. 9km
Elevation (m)
Above Ground MSL Plant
9 180 2
3 183 S
9 178 0
15 180 2
9 178 0
*Critlcal Site ^^~~~ ^— ^^— _
Site
Description
Building roof
Top of trailer
Building roof
Building roof
Building roof
Nearest Roadway
Name Direction/Distance Volume
Harrison St. ESE 23 very light
Access Road to E 3 light
state bridge Maln-
tainence yard
Dingens Street N 60 2 lanes-
moderate
Rt. S NE 90 4 lane
expressway
moderate -
heavy
Tifft Street S 15 2 lane -
moderate
Bailey ENE 45 2 lane
moderate
South Park NNE 45 2 lane
moderate
-------
REPUBLIC
STEEL
Wind Data Representativeness
\\\\°QB,as,\
oke \\ \\ ° Furnaces
""' \\\ \
Bethlehem-Lackawanna \
I ^ \
\ Sintering Plant
\ SC.O
Station 1 Terrain Distanct Rating
1, 3,
4, 5 VII F U
2 VII E U
Comment: Lake breezes influents these
monitor sites more than they influence
this meteorological station, so the
meteorology may often be
unrepresentative.
N.B. See Table 5 in Methodology section.
Lake Erie
km
TSP roses for Republic Steel - Buffalo,
New York, for the period 1978-1980 for
cases of ">0.90. Each circle represents
50 ug/m^.
24-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Republic Steel—Buffalo, NY
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mon
#1
2
1
4
3
3
1
0
2
3
12
15
8
7
3
3
_0
67
ntoring
#2
2
1
4
4
3
1
0
2
4
12
15
9
8
4
2
_0
71
i bite N
#3
2
1
3
4
3
1
0
2
3
10
14
8
7
4
3
_0
65
iumoers
#4
2
1
4
4
3
1
0
1
4
11
16
9
7
4
3
_0
70
#5
1
2
5
4
4
1
0
3
3
13
15
8
11
6
4
_0
80
24-4
-------
TSP 18 nONTH RUNNING GEOMETRIC MEANS (UG/HXX3) FOR REPUBLIC STEEL - BUFFALO, NY
250-
a«e—
ro
i
en
T
S
P
u
G
H
X
X 100
50
PRIHARV
1973
VT'IT
1974
+-H-
1975
yYTY
1976
*1*-1
1977
1978
JnA"J"J
1979
aaoaoe
LEGEND
SAROAD ID SITE ID
+ 33*660e«3 1
0 33M6M14 3
19M
-------
TSP 18 HONTH RUNNING GEOMETRIC MEANS (UG/I»S3> FOR REPUBLIC STEEL - BUFFALO, NV
ro
-p.
258-
BM-
I »-
P
U
G
n
X
X 166-
3
•
56-
PRIRARV
SfCQNJttBX.
J A J 0
1973
Af^f^A.
AA^
iif"i i ^
1974
A
A
1975
1976
*tt
1977
,
.. . _"t|4 1 Lt:*'
1978
A******
-V^^^
j A J 0
1979
A
»*" ^^F*^**
j A j 0
198*
•h
&
LEGEND
SAROAD ID SITE ID
14«1«13
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - BUFFALO* NY
SAROAD STATION « 330660003 SITE ID tf 01
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 197S 1977 1978 1979 1980
« OF READINGS : 137
53
39
56
44
49
5S
GEOMETRIC MEAN: 125.7 121.6 122.2 ****** 89.7 98.0 83.3 88.6 78.4
GEOMETRIC S.T.! 1.5 1.5
1.6
1.7 1.7 1.8 1.7
1.5
HIGHEST 3Y
LARSEN EXTRP:
430.8 500.2 478.6 ****** 447.4 478.1 440.3 421.5 267.3
IST HIGHEST:
DATE :
363.a 309.0 312.0 243.0 253.0 231.0 254.0 435.0 165.0
720612 73111? 740306 750418 760S11 770419 780526 790520 80030*
2ND HIGHEST:
DATE :
290.0 303.0 289.0 183.0 ?48.0 224.0 230.0 251.0 159.0
720427 730416 740228 750124 761214 770513 780911 790509 800720
n OF READIM3S
EXCEEDING 250
« OF READINGS
EXCEEDING 150
21
19
12
14
RAMS:
0- 65:
66-130:
131-195:
196-260:
251-325:
326-390:
391-455:
>455:
8
•58
5b
1?
3
1
0
0
6
25
18
6
3
0
0
0
7
25
11
8
2
0
0
0
8
21
9
1
0
0
o
„>
0
19
17
15
5
0
0
0
0
13
16
10
5
0
0
0
0
17
24
10
3
0
0
0
0
10
30
7
1
0
0
1
0
1=)
37
<*
0
0
3
T
n
****** INDICATES MISSING OR INSUFFICIENT DATA
24-7
-------
YEA*
DATA SUMMARY FOR REPUBLIC STEEL - BUFFALO* NY
SAROAO STATION » 330^60005 SITE ID « 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS
SO
61
38
56
60
56
GEOMETRIC MiAN: 105.0 97.1 86.7 ****** 74.7 80.6 77.6 71.7 82.9
GEOMETRIC S.D.: 1.6 1.7 1.7 ****** 1.8 l.fi 1.9 1.7 1.6
HIGHEST ^Y
LARSEN EXTRP:
40S.8 486.0 402.1 ****** 318.1 449.5 51*.5 315.1 360.3
IST HIGHEST:
DATE :
292.0 ?79.0 259.0 201.0 281.0 222.0 290.0 227.0 186.0
720409 731124 740411 751120 760611 770419 7S0526 799509 500304
2ND HIGHEST:
DATE :
290.0 270.0 2CR.T 199.0 P42.0 206.0 209.0 180.0 171.3
720608 730116 740417 750524 7606P9 770413 780911 790220 S00421
« OF READINGS
EXCEEDING 263
» OF READINGS
EXCEEDING 150
12
12
10
1C
RAN3E
0- 651
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
8
33
1.5
4
2
0
0
0
14
28
13
4
2
0
0
n
15
23
14
2
0
0
0
0
19
14
4
1
0
0
0
0
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20
6
3
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0
0
0
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11
3
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0
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21
26
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3
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0
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0
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23
31
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1
0
0
0
0
1^
31
9
0
0
0
D
0
****** INDICATES MISSING OR INSUFFICIENT DATA
24-8
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - BUFFALO, NY
SAROAO STATIOM « 330660014 SITE ID # 03
UNITS : PICROGRA1S/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
tt OF READINGS
51
52
55
5S
GEOMETRIC MEAN: ****** ****** ****** ****** 49.4 46.9 55.2 54.0 53.2
GEOMETRIC S.D.: ****** ****** ****** ****** 1.8 1.8 2.4 ?.0 l.R
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** 293.3 273.2 757.8 436.3 292.0
IST HIGHEST:
DATE :
****** ****** ****** ****** 149.0 203.0 232.0 180.0 205.0
****** ****** ****** ****** 760605 770419 781116 790620 P0032R
2ND HIGHEST:
DATE :
****** ****** ****** ****** 120.0 128.0 ?22.0 175.0 154.0
****** ****** ****** ****** 760418 770922 780426 790322 801205
* OF READINGS
EXCEEDIMG 260
« Oc READINGS
EXCEEDING 150
RAMGE
0- 65:
56-130:
131-195:
196-2SO:
261-325:
326-390:
391-455.*
>455:
0
0
0
0
0
0
0
0
0
n
0
0
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
15
1
0
0
0
0
0
34
16
0
1
0
0
n
0
28
20
1
3
0
0
0
0
31
17
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0
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****** IMDICATES MISSING OR INSUFFICIENT DATA
24-9
-------
TS° DATA SJM1A3Y FDR REPUBLIC STEEL - BUFFALO* MY
SAROAD STATION » 330660006 SITE ID » 04
UNITS t MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
» OF READINGS : 139 82 52 40 53 57 56 59 57
GEOMETRIC MEAN: 94.7 93.4 S6.3 76.4 75.2 84.5 66.9 7?.? 73.0
GEOMETRIC S.D.: 1.5 1.6 1.6 1.6 1.6 1.8 1.8 1.7 1.4
HIGHEST 3Y
LARSEN EXTRP: 309.R 362.4 354.2 325.1 324.4 510.1 370.5 335.S 209.4
IST HIGHEST: 279.0 351.0 292.0 215.0 414.0 314.n 235.0 220.0 154.n
DATE : 7206QR 730609 740417 750418 760611 770413 780526 793509 800304
2ND HIGHEST: 195.0 213.0 196.0 214.0 182.0 308.0 200.0 175.0 140.0
DATE : 720917 730608 740411 750623 761015 770302 780911 790S02 R00421
H OP HEADINGS
EXCEEDING 260: 1 1 1 0 1 2 C 0 0
fl OF HEADINGS
EXCEEDING 150 : 17 13 9 4 4 12 5 =5 1
RANGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
29
78
31
n
1
0
0
0
20
41
15
4
0
1
0
0
14
26
10
1
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0
0
n
14
20
4
2
0
0
0
0
25
25
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0
0
0
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19
23
q
4
2
0
0
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28
21
5
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0
0
0
24
28
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0
0
0
0
22
31
4
0
0
D
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1
****** INDICATES MISSING OR INSUFFICIEMT DATA
24-10
-------
TSP DATA SUGARY COR REPUBLIC STEEL - BUFFALO, NY
SARDAD STATION tt 1401013 SITE ID » 05
UNITS Z 1TCRr5GRAMS/M**3
YEAR 197? 1973 1974 1975 1976 1977 1978 1979 19*0
« Oc 3EADIN3S : 0 10? 2»4 176 78 ^5 53 59 R°
GrOv|ETRi: 11 A M I ****** ****** 1 n f . S 7 & . 7 Rl.fi P 6 . 7 77.6 9 ? . 2 7 « . 1
GEOMETRIC S.:).: ************ 1.5 1.6 1.6 1.5 1.7 1.6 1 . *
HIGHEST ?Y
LAPSED EXTRo: ****** ****** 386.4 281.7 324.9 302.7 384.fi 334.8 ?S7.5
IST HIGHEST: ****** 291.0 352.0 26?.o 2^6.0 277.0 257.0 26*.o 175.:
DATE : ****** 731108 741022 750418 760611 770419 7RT5P6 790509 PTOS^R
2MD HTGHrST: ****** 246.G 270.0 236.0 254.0 223.0 187.0 1P5.0 172.T
34TE : ****** 730R30 74C=14 75011? 761114 77^41? 7^0707 79101B «UOf?6
f» OP READINGS
EXCEEDING 250 :oi211101n
» Oc ^EA^IMSS
EXCEEDIV3 150 ! 0 ?7 ~>2 13 9 4 H 5 5
0- 65:
66-130:
131-195:
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****** INjnjCftTES MISSING OP INSUFFICIENT DATA
24-11
-------
SAROAD #
SITE ID ft
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
su COUNT:
AVF TSP:
wsu COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
24-HR STANDARD EXCEEPANCE ROSE FOR
REPUBLIC STEEL - BUFFALO, NY
(All Hases > 260 vg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
330660003 330660005 330660014 330660006 1401013
12345
U> = X VKX V> = X VKX t,> = X VKX U> = X VKX U> = X VKX
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