United States Office of Air Quality EPA-340/1-83-024b
Environmenta! Protection Planning and Standards September 1983
Agency Research Triangle Park NC 27711
Stationary Source Compliance Series
A Study of
TSP Levels Near
Major Steel Facilities
(1978-1980 Update)
Volume II
-------
EPA-340/1-83-024b
A Study of Ambient TSP Levels
Near Major Steel Facilities
(1978-1980 Update)
Volume II
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
Prepared For
U.S. ENVIRONMENTAL PROTECTION AGENCY
Office of Air Quality Planning and Standards
Stationary Source Compliance Division
Washington, D.C. 20460 u c- -? .
:-.-. environmental Protection
September 1983 h'' • ;3- library (5PL-16)
-------
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.
-------
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
Jones
Jones
Jones
& Laughlin Steel
& Laughlin Steel, East Chicago, Indiana
& Laughlin Steel, Pittsburgh, Pennsylvania
& Laughlin Steel, Cleveland, Ohio
, Youngstown, Ohio
California
Lone Star, Texas
Weirton, West Virginia
Granite City, Illinois
Detroit, Michigan
Buffalo, New York
Birmingham, Alabama
Kaiser Steel, Fontana,
Lone Star Steel
National Steel
National Steel
National Steel
Republic Steel
Republic Steel
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!
iii
-------
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)
IV
-------
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, Sparrows Point, Maryland
Bethlehem Steel, Bethlehem, Pennsylvania
Crucible Steel, Midland, Pennsylvania
Jones & Laughlin Steel, Aliquippa, Pennsylvania
Jones & Laughlin Steel, Pittsburgh, Pennsylvania
National Steel, Weirton, West Virginia
Sharon Steel, Fairmont, West Virginia
Sharon Steel, Parrel 1, Pennsylvania
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
Steel, Follansbee, West Virginia
Wheeli ng-Pi ttsburgh
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 Ste.el, 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)
-------
Steel Mills Indexed by EPA Region (Concluded)
REGION V (Continued)
National Steel
National Steel
Republic Steel
Republic Steel
Republic Steel
Republic Steel
Republic Steel
United States
United States
United States
United States
United States
Granite City, Illinois
Detroit, Michigan
Canton, Ohio
•Chicago, Illinois
Cleveland, Ohio
Warren, Ohio
Youngstown, Ohio
Steel
Steel
Steel
Steel
Steel
Wheeling-Pittsburgh
Chicago, Illinois
Cleveland, Ohio
Gary, Indiana
Lorain, Ohio
Youngstown, Ohio
Steel, Steubenville,
Ohio
Wisconsin Steel, Chicago, Illinois
Page
22-1
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
VI
-------
REPUBLIC STEEL
Gadsden, Alabama
Region IV
26-1
-------
HiVol Monitoring Sites in the Vicinity of Republic Steel, Cadsden, Alabama
ro
CT>
X #1
#2
SAROAD *
011480001
01480003
011480005
011480006
Site Name and Address
Etowah Co. Health Center
Gadsden
Walnut Park Fire Station*
Jesse Dean #
Smith School
South Cadsden
Walnut Park School *
Plant Location from Site
Beating Distance
(km)
BOF, EAF 264° 3. S
Power house 267° 3. 5
Sinter 269° 3.4
Blast furn 269° 3. 5
Coking 273° 3.4
BOF 56° 0. 6
EAF 49° 0. 5
Power house 46° 0. 8
Sinter 43° 0. 9
Blast furn 40° 0.9
Coking 36° 1. 1
BOF 321° 2.4
EAF 317° 2.4
Powerhouse 325° 2.4
Sinter 327° 2. S
Blast furn 325° 2. S
Coking 331° 2.6
Coking 55° . 89
BOF 83° .52
EAF 80° .38
Sinter 55° . 95
Blait furn 59° .65
Elevation (m)
Above Ground MSL Plant
8 177 15
5 171 9
5 168 6
Meetx 167 5
SLAMS
criteria
Site
Description
Building roof
Building roof
Building roof
Rooftop
Nearest Roadway
Name Direction/Distance Volume
(m)
8th Street E 15 Moderate
Forrest Ave ME 45 Heavy
Delaware ESE 15 Light-mod-
erate
S, llth St. WSW 20 Light-mod-
erate
Hickory SSW 15 Light-mod-
erate
Smith llth N 30 Moderate
Hall Road E 30 Very light
Sudie Ave. N
*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
2, 3, 4
IV
H
U
Comment: The distance to the
meteorological site is so great that
in this terrain the meteorology is
not likely to be representative.
N.B. See Table
Methodology section
BUck
REPUBLIC
TSP roses for Republic Steel - Gadsen, Alabama,
for the period 1978-1980 for cases of u>0.90.
Each circle represents 50 ug/m3.
26-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Republic Steel--Gadsden, AL
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitor
#2
12
4
2
2
11
1
4
13
6
4
2
1
7
6
6
9
90
ing Site
#3
14
5
2
2
15
2
4
12
6
4
5
1
7
5
6
10
100
Numbers
#4
15
4
2
3
12
1
4
9
4
3
3
1
7
6
5
8
87
26-4
-------
TSP 18 MONTH RUNNING GEOMETRIC REAMS (UG/HSX3) FOR REPUBLIC STEEL - GADSDEN, AL
250
aoe
ro
i
en
T
S
P
u
G
/
n
*
*
3
ISO
100
50
—
—
PRIMARY
SfCQHPftRV
1973
VTT'i1
1974
1975
•H4-
I'TTT
1976
*!. .N*
1977
^^ "* A
" A*
1978
^ *^
J A J 0
1979
•++?^°+^°
***********
VT'V'A1
1980
LEGEND
SAROAD ID SITE ID
•f- 11480603 2
A 11480605 3
D 11480606 4
-------
YEAR
TSP DATA SJMMA^Y FOR REPUBLIC STEEL - GADSOEN, AL
SAROAD STATION ft 011480003 SITE ID # 02
UNITS : MICROGRAMS/M**3
1972
1973
1974 1975 1976 1977
1978
1979
1980
READINGS
66
96
98
112
GEOMETRIC MEAN: ****** ****** ****** ******
73.7 77.1 63.2 70.1
GEOMETRIC S.D.: ****** ****** ****** ****** 1.5 1.7 1.6 1.6 J .
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** 250.1 353.4 304.3 297.5 197.3
IST HIGHEST:
DATE :
****** ****** ****** ****** 171.0 320.0 199.0 175.0 139.0
****** ****** ****** ****** 760301 770212 780822 790517 R00509
2ND HIGHEST:
DATE :
****** ****** ****** ****** 157.0 275.0 192.0 1S4.0 135.0
****** ****** ****** ****** 760406 770320 781105 790501 801114
» OF READINGS
EXCEEDING 260 :
» OF READINGS
EXCEEDING 150 :
RANGE
0- 65:
66-130:
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
0
0
0
0
0
0
0
0
0
0
15
25
7
0
0
0
0
0
25
34
4
1
2
0
0
0
36
49
10
1
0
0
0
0
45
45
7
fl
0
0
D
0
45
63
4
3
0
0
0
n
****** INDICATES MISSING OR INSUFFICIENT DATA
26-6
-------
YEAR
DATA SJMMARY FOR REPUBLIC STEEL - GADSOENt AL
SAROAD STATION « 011480005 SITE 10 » 03
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
« OF READINGS
55
95
99
117
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** 65.1 54.1 56.1
GEOMETRIC S.D.: ****** ****** ****** ****,
1.6 1.5 1.5
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** ****** ****** 261.7 1"? 1«2 179.1
HIGHEST:
DATE
****** ****** ****** ****** ****** 176.0 176.0 119.0 134.0
****** ****** ****** ****** ****** 770320 780907 790517 80050?
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** 166.0 165.0 111.0 123.0
****** ****** ****** ****** ****** 770212 781023 7^DB19 R00421
« OF READINGS
EXCEEDING 260
8 Oc HEADINGS
EXCEEDING 150
RANGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
a
0
0
u
0
0
0
0
a
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
31
22
•>
0
0
0
0
0
44
45
£
0
0
0
0
0
52
37
0
0
0
0
0
0
73
43
1
n
n
0
n
1
****** INDICATES HISSING OR INSUFFICIENT DATA
26-7
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - GADSDENt AL
SAROAO STATION » 011480006 SITE ID * 04
UNITS : «ICROGRAMS/M**3
1972
1973 1974 1975
1976
1977
1978
1979
1980
OF READINGS :
84
84 109
GEOMETRIC MEAN: ****** ****** ******
****** ****** 78,9 75.0 74.0
GEOMETRIC S.D.: ****** ****** ****** ****** ****** ******
1.7 1.5
HIGHEST 3Y
LARSEM EXTR3:
****** ****** ******
****** ****** 349.6 3&0.3 245.6
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** 239.0 353.0 172*0
****** ****** ****** ****** ****** ****** 781105 790912 §00714
2ND HIGHEST:
DATE :
n OF READINGS
EXCEEDING 260
« OF READINGS
EXCEEDING 150
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
****** ****** ****** ****** ****** ****** 210.0 1S4.Q 168.0
* **
0
0
0
0
0
0
0
0
0
0
**** ****** ****** **
000
000
000
000
000
000
000
000
000
000
0
0
0
0
0
0
0
0
0
0
**** (t
0
0
0
0
0
0
0
0
0
0
! 0 J 0 f r* 0 3 0 1 5 C
0 1
9 3
32 33
38 40
12 10
2 0
0 0
0 1
0 0
0 0
IlllH
0
4
47
51
11
9
0
3
0
3
****** INDICATES MISSING OR INSUFFICIENT DATA
26-8
-------
24-HR STANDARD EXCEEDANCE ROSE FOP
REPUBLIC STEEL - GADSDENt AL
(All Cases > 260 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SARCAD «
SITE ID »
DIRECTION
N COUNT:
AVF TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
EME COUNT:
AVF TSP:
E COUNT:
AVT TSP:
ESE COUNT:
AVE TSP:
SF COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
su COUNT:
AVE TSP:
wsw COUNT:
AVF TSP:
w COUNT:
AVE TSP:
UNW COUNT:
AVE TSP:
N u COUNT:
AVF TSP:
NIMW COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
11
u> =
0
0
h
0
n
0
0
0
n
0
0
0
c
0
0
0
0
0
0
c
Q
0
0
0
0
c
0
0
0
C
n
0
0
o
480003
2
X U=X 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
c.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
0
0.
0
0.
0
0.
0
0.
0
0.
p
0.
0
0.
0
0.
0
0.
c
0.
0
D.
0
0
c
0
n
0
0
0
1
350
0
0
0
0
c
0
0
0
c
0
Q
0
0
0
0
0
a
0
0
0
0
0
1
35H
48C006
4
X U
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
REPUBLIC STEEL - GADSOEN, AL
(All Cases > 150 ug/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEECANCES
SAROAD X
SITE ID #
DIRECTION
N COUNT:
AVF TSP:
MNE COUNT:
AVE TSP:
ME 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:
AVF TSP:
w s w COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
N N w COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
1148
2
w> = x
0
0.
p
0.
0
0.
2
159.
1
199.
0
0.
0
0.
1
160.
0
0.
0
0.
0
G.
0
n.
n
c.
c
0.
1
233.
n
0.
5
182.
0003
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.
3
u =
0
0
1
160
1
177
0
0
4
213
0
0
0
0
1
162
0
0
0
0
0
0
0
n
0
0
0
0
0
0
0
0
7
193
4
X W
-------
UPDATED AIR QUALITY EVALUATION - REPUBLIC STEEL, GADSDEN, ALABAMA
Stations used in update:
Continued operation: #2, #3
New stations: #4
Discontinued stations: None
Trends in geometric means:
Graphs of 12-month running geometric means are essentially in phase, with
values at station #4 slightly above those at station #2. Geometric
means at station #3 are consistently lowest of the three. Geometric
means declined from mid-1977 through mid-1978. Values recovered to higher
levels thereafter. Overall trends of decreasing values are indicated at
all three stations. The weakest negative trend was found for station #3
(Spearman correlation coefficient of -0.44). Stations #2 and #4 were
more strongly negative (Spearman correlation efficients of -0.63 and
-0.80, respectively.
Attainment status:
Station #2 was not in attainment of primary TSP standards for 1978 and
1979; it came into attainment for 1980. Station #3 was in attainment in
1978, 1979, and 1980. Station #4 was not in attainment for 1978 and 1979,
and came into attainment in 1980.
Pollution roses:
Stations #2 and #4 showed substantial increased TSP loadings under steady
winds from directions containing the Republic facility. Station #3 was
largely unaffected.
Standard exceedance roses:
There were no excursions beyond 24-hour primary TSP standards at stations
#2 or #3 under persistent winds. Only one such primary 24-hour excursion
occurred at station #4, under easterly winds, indicating receipt of plant
emissions.
26-11
-------
REPUBLIC STEEL
Canton, Ohio
EPA Region V
27-1
-------
HI Vol Monitoring Sites - Republic Steel Corporation, Canton, Ohio
SAROAD »
36-1000-001 HOZ
1109
PO1
36- 1000-003 H02
36-1000-005 HOZ
36- 1000-006 1102
36- 1000-009 HOS
Site Name and Address
Canlon City Hall
218 Cleveland Ave. , South
Canton, OH
Fairmont School
2710 Coventry N.F..
Canton, OH
Allen School
1114 CondenAve. S.E.
Canton, OH
Belden School*
2115 Georgetown Rd. N. E.
Canton, OH
Madpe Youtr School
1901 Midway N.E.
Canton, OH
Plant location from Site
Bearing
Republic 75°
ford 85°
Republic 209°
Ford 183°
Republic 46°
Ford 64°
Republic 33°
Ford 73°
Republic 199°
Ford 161°
Distance (km)
3.1
4.2
2.3
2.i
3.5
I.I
1.9
1.7
2.0
Elevation In Meters
A l»ove Ground
1
9
IZ
14
3
MSI
331
543
52S
343
>4C
Plant
11
^•5
!)
23
Zl
Site Description
Rooftop
Center City
Rooftop
Residential
Rooftop
Commercial- Industrial
Rooftop
Residential
Rooftop
Residential-Commercial
Nearest Roadway
Name
Routes 1 72 t. 30 East
Baldwin Ave.
Canton PR Yards
Proposed Rt. 30
(under construction)
Norfolk S Western RR
Belden Ave.
19th Street
Mahonlng Road Plaza
(Shopping Ctr.)
Direction/Distance
(meters)
South 6
West 9
SE 1000
West 305
NE500
West 30
SEE 75
South 185
Volume
2 lane moderate
Z lane light
multiple tracks
heavy construction traffic 1978-1979
tracks and small yard
Z lane light to moderate
2 lane moderate
moderate
#1
#2
X #3
#4
#5
r-o
—j
i
ro
*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.
-------
Station # Terrain Distance Ratii
2, 5
I
I
N.B. See Table 5 in Methodology sectio
Akron-Canton
Airport • 15 km
TSP roses for Republic Steel - Canton, Ohio,
for the period 1978-1980 for cases of w>0.90.
Each circle represents 50
27-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Republic Steel--Canton, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mom ton r
#2
4
4
5
1
1
3
4
4
9
4
6
8
4
8
6
_£
75
ig bite
#4
4
3
5
1
1
3
3
3
7
3
6
9
4
9
4
_i
69
Numbers
#5
4
2
4
1
3
3
4
4
9
4
6
8
4
9
5
_4
74
27-4
-------
TSP \Z HONTH RUNNING GEOMETRIC MEANS (UG/ftttt) FOR REPUBLIC STEEL - CANTON. OH
256
ro
01
u
G
x
n
*
156 —
iee
6-
1973
"T^v
LEGEND
SAROAD ID SITE ID
361666661 1
361666663 2
D 361666666 4
1974
1975
1976
1977
1978
1979
1986
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/HXX3) FOR REPUBLIC STEEL - CANTON, OH
ro
vj
I
T
S
P
u
G
n
x
*
3
c»w —
aee-
150-
«.:
-
50-
A
PRIMARY
SKWABY.
J A J 0
1973
J A J 0
1974
J A J 0
1975
++-H-
4^
J A J 0
1976
•-H- -S++
J A J 0
1977
\++V"
J A J 0
1978
•M-H-
•" *-PJ
J A J 0
1979
•
'^^H.
J A J 0
1986
LEGEND
SAROAD ID SITE ID
5
-------
TSP DATA SJ^ARY F3R REPUBLIC STEEL - CANTON* OH
SAR3AO STATION * 361000001 SITE ID « 01
UNITS : MICROGRA1S/M**3
YEAR 1972 1973 197* 1975" 1976 1977 1978 1979 1980
» 0- READIN3S : 0 0 22 266 203 19* 0 0 0
GFOMETRIC MEAN: ****** ****** ****** S2.7 77.9 76.7 ****** ****** *»**»*
SEOVIETRI£ S.D.: ****** ****** ****** 1.5 1.5 1.5 ****** ****** ******
HIGHEST 3Y
LARSEN EXTRD: ****** ****** ****** 278.9 281.* 2*0.8 ****** ****** ******
IST HIGHEST: ****** ****** I&D.O 2*2.0 221.0 221.0 ****** ****** **»*..
DATE : ****** ****** 7*0827 750802 760610 770310 ****** ****** ******
2ND HIGHEST: ****** ****** 1*0.0 227.0 196.0 216.0 ****** ****** ft*****
DATE : ****** ****** 7*0*29 750730 760608 770329 ****** ****** *»**««
« OF ^EADIMSS
EXCEEDING 260 roOOOOOOOi;
» OF HEADINGS
EXCEEDING 150 : 0 0 1 16 8 5 0 0
RANGE
0- 65:
66-130:
131-195:
196-2*0:
261-325:
326-390:
391-*55:
>*55:
0
0
0
n
0
C
P
3
0
0
0
0
0
0
0
0
*
12
6
0
0
0
0
0
68 67
165 121
OR 1*
5 ?
0 n
0 0
0 0
0 0
65
112
15
2
0
C
0
0
0
0
0
0
0
0
0
0
'
n
0
0
0
0
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
27-7
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - CANTON, OH
SAROAD STATION » 361000003 SITE ID » 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS :
54
48
55
57
58
57
59
GEOMETRIC MEAN: 79.7 77.7 81.4 74.2 69.0 76.4 77.6 S7.1 ******
GEOMETRIC S.D.t 1.6 1.7 1.6 1.5 1.7 1.7 1.7 1.6 ******
HIGHEST 3Y
LARSEM EXTRP:
290.2 374.2 313.6 242.1 340.9 376.5 340.6 257.3 ******
IST HIGHEST:
DATE :
160.0 199.0 180.0 178.0 176.0 174.0 181.0 140.0 115.0
720227 730808 740210 750418 760611 770419 780526 790912 800503
2ND HIGHEST:
DATE :
143.0 183.0 178.0 165.0 167.C 168.0 180.0 133.0 113.0
720901 730919 740?28 750124 760430 770531 781104 790316 500527
» OF READINGS
EXCEEDING 260 :
» OP READINGS
EXCEEDING 150 :
RANGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
19
28
7
0
0
0
0
0
19
18
10
1
0
0
0
0
19
26
10
0
0
0
0
0
50
33
4
0
0
0
0
0
25
25
8
0
0
0
0
0
18
33
6
0
0
0
0
0
23
31
12
0
0
0
0
0
26
30
3
0
0
0
0
0
22
19
0
!)
0
0
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
27-8
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - CANTONt OH
SAROAD STATION » 361000006 SITE TD » 04
UNITS : MICR05RAMS/M**3
1972 1973 1974 1975" 1976 1977 1978 1979 1980
READINGS
58
58
56
59
59
60
61
60
31
GEOMETRIC MIAN: 76.2 74.5 78.1 67.6 69.4 70.8 80.7 75.3 ******
GEOMETRIC S.D.: ,1.6 1.6 1.6 1.5 1.7 1.9 1.7 1.6 ******
HIGHEST 3Y
LARSEN EXTRP:
282.8 299.6 336.9 216.3 309.0 470.5 374.4 274.1 ******
IST HIGHEST:
DATE :
189.0 206.0 21P.O 201.0 186.0 223.0 255.0 217.0 123.0
720209 730913 740315 750729 760822 770922 780526 790322 900503
2ND HIGHEST:
DATE :
159.0 164.0 188.0 132.0 168.0 186.0 183.0 195.0 117.0
720427 730808 740628 751208 76041P 770904 7BO*24 7*3720 80070?
n OP READINGS
EXCEEDING 2SO :
» OP READINGS
EXCEEDING 150 :
RAMGE
0- 65:
66-130:
131-195:
261-325:
326-390:
391-455:
>455:
18
36
4
0
0
0
0
0
21
29
7
1
0
0
0
0
22
25
a
i
0
0
0
0
27
30
1
1
0
0
0
0
24
29
6
0
0
0
0
c
26
27
6
1
0
0
0
0
19
33
8
1
0
0
0
0
23
29
7
1
0
0
0
0
9
22
0
1
o
n
0
n
****** INDICATES MISSING nR INSUFFICIENT DATA
27-9
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - CANTON, OH
SAROAD STATION tt 361000009 SITE ID » 05
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
OF READINGS :
30
81
61
58
46
GEOMETRIC MEAN: ****** ****** ****** ****** 80.4 80.0 74.5 73.7 63.5
GEOMETRIC S.D.: ****** ****** ****** ****** 1.9
1.8 1.6 1.5
HIGHEST 3Y
LARSEN EXTRP: ****** ****** ****** ****** 500.5 496.4 414.8 320.9 229.
IST HIGHEST:
DATE I
****** ****** ****** 157.0 337.0 19R.O 189.0 154.0 123.D
****** ****** ****** 750930 760804 770419 780601 793220 930505
2MD HIGHEST:
DATE :
****** ****** ****** 129.0 P23.0 191.0 176.0 171.0 114.0
****** ****** ****** 751027 760825 770218 780719 790322 80032R
« OF READINGS
EXCEEDING 250
# OF READINGS
EXCEEDING 150
12
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
0
0
0
0
0
0
0
0
16
13
1
0
0
0
0
0
28
37
12
3
0
1
0
0
19
32
9
1
0
0
0
0
21
27
10
0
0
0
0
0
22
34
5
0
0
0
0
0
23
23
3
0
0
3
0
D
****** IVDICATES MISSING OR INSUFFICIENT DATA
27-10
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
REPUBLIC STEEL - CANTON, OH
(All Cases > 260 pg/m^ for 1972-1980)
X=0.900
COUNT/AVERAGF TSP OF PRIMARY EXCEEDANCES
SAROAD « 361000001 361000002 361000006 361000009
SITF ID * 1 2 4 5
DIRECTION U>=X U=X U=X U=X U
-------
24-HR STANDARD F.XCEEDANCF ROSE FOR
REPUBLIC STEEL - CANTON, OH
(All Cases > 150 ug/nv* for 1972-1980)
X=Q.SOO
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD #
SITE ID «
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
FME COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVF TSP:
SSF COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NMW COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
361000001
1
u> = x
1
158.
'l
18«!.
0
0.
0
0.
0
0.
n
0.
n
0.
0
0.
1
168.
2
192.
1
160.
r*
0.
n
0.
i
1*2.
1
191.
0
0.
8
175.
U=x
1
181.
0
0.
C
0.
0
0.
0
0.
0
0.
0
0.
0
0.
4
167.
4
180.
2
165.
C
0.
0
0.
0
0.
1
172.
0
0.
12
172.
W = X
1
255.
1
154.
1
21P.
0
0.
0
0.
0
0.
0
0.
0
0.
1
167.
2
161.
1
167.
0
0.
0
0.
c
0.
0
0.
0
0.
7
183.
w = X
1
173.
0
Q.
0
0.
0
0.
0
0.
0
0.
1
176.
2
175.
2
17".
0
0.
1
171.
0
0.
0
0.
0
0.
0
0.
G
0.
7
174.
W
-------
BSO MONTHLY ARITHHETIC MEANS CUGxf1«3> FOR REPUBLIC STEEL - CANTON. OH
ro
^j
i
>—"
co
C
0
H
C
E
N
T
R
A
T
I
0
N
U
G
/
n
*
x
3
8-
6-
4-
2-
0 —
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
-
1 1 i i i 1 1 i i i i
J A J 0
1980
LEGEND
SAROAD ID SITE ID
-I- seieeeees ea
-------
<\kron-Canton
Airport - 15 km
cf
REPUBLIC
Route 30
0
L
2km
I
BSO roses for Republic Steel - Canton, Ohio,
for the period 1978-1980 for cases of w>o.80.
Each circle represents 2
27-14
-------
UPDATED AIR QUALITY EVALUATION - REPUBLIC STEEL, CANTON, OHIO
Stations used 1n update:
Continued operation: #2, #4, #5
New stations: None
Discontinued stations: #1 (1977)
Trends in geometric means:
Stations #2, #4, and #5 displayed highest 12-month running geometric
means in 1979, with lower values in the flanking years. Station #4
showed a slightly positive overall trend (Spearman correlation coefficient
of 0.32). Stations #2 and #5 displayed a slightly negative overall trend
(Spearman correlation coefficient of -0.46 for each).
Attainment status:
Stations #2, #4, and #5 were all in nonattainment of the 24-hour standard
in 1978. Station #2 achieved the standard in 1979, and station #5 reached
attainment in 1980. Insufficient data were collected in 1980 at stations
#2 and #4 to determine attainment status.
Pollution roses:
The pollution rose for station #4 indicates an impact of plant emission
under persistent winds from the north through east-northeast. Under
these conditions, stations #2 and #5 are upwind and show substantially
lower values. All three stations show relatively large values from
southeasterly winds.
Standard exceedance roses:
There were no recorded excursions beyond the 24-hour primary standard
under persistent winds. Station #5 registered the lone recorded event
under nonpersistent winds from a general southerly direction that may
have transported mill emissions to the station.
BSO:
BSO-was sampled at station #2 in 1978. Monthly average concentrations
generally ranged between 5 and 10 pg/m^. The BSO pollution rose
indicates that contributions from directions containing plant operations
were not substantially larger than for other sectors.
27-15
-------
REPUBLIC STEEL
Chicago, Illinois
EPA Region V
28-1
-------
Ili-Vol Silrs In tl.o Virlnlly of lulrrl.ikr Steel - Clilc.iRO, Illinois
ro
oo
ro
X #1
#2
X #4
X #5
X #6
X #7
SAIU1AI) >
141220010 -
141270O1R
141220022
I4122(K)3I
151780005
141 220016
ISI7S0001
Silt* Nnmf ami Address
Fcn^nr High School *
112?OS. Wallace Avenue
Carver IliRh Scliool +
SOI E 133rd Street
Wa.shliiRl.nn High School *
'1500 E. 11 Hh Street
Addflins Elementary
10810 S. Avenue II
I'ollrc r, lire Station
2211 Calumet Avenue
Calumet 111 p.li School
8131 S. May Avenue
Colcll.lom
520G Hvilimaii Avenue
rlnnt lnc-r.llr.ii fmm Site
Hi- ml MR Distance (km)
Blast Futn "91° 7. 5
Col
-------
Ill-Vol Monitoring Sltoi In tin Vtclnlly of KepuMIr Slcel - Chicago, Illinois
ro
oo
i
u>
#2
#3
#4
#5
X #8
X #9
X A ROAD 1
141220018
1417.20022
141220031
15I7R0003
1517RO007
1 SI 7RO008
Site Name and Addrrsf
Carvw High Sclwol
801 E 133rd Street
Washington lltRh School*
3500 E 1 14th Street
Addami F.lementary School*
Pollc« "ml Fire Station
2211 Calumet Avenue
GSA BulIdlnK
1300 Mlrt Street
riant Ijnrnllon frotn 5ltfl
KearlnK l)lrt«nrn
52° 4. S km
270°. 220° I.O-l.4km
2080-22^ 2 5-1. 8km
2700-2'K)0 3. S km
325° 4. 0 km
320° 6. S
Elevation (m)
Ahovc Cmnnfl MSI. Ptunt
IS 179 1
9 178 O
10 178 0
S 178 0
3 178 0
S 178 0
Sltr
Description
Roof mount
Roof mount
Root mount
Roof mount
Roof mount
Roof mount
Nearest Roatlway
Nime Direction/Distance (m) Volume
p.ved road W 60 Ll|iht
114th Street N 60 Moderate
S. Avenue O W 60 Heavy
108th Street N 45 Heavy
S. Avenue II W 60 Moderate
Calumet Ave. W IS Heavy
r«ved raid S 12 Light
Mlrt Street N IS Moderate
* Critical Monitor*
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.
-------
Ill-Vol Sllrj hi tin- Virliilty of Wisconsin Sli-M, CliU HRO, Illinois
1AHOAI) *
MJ2ZW10
141220031
Sl1*» NfliiK* ninl A(l
-------
Wind Data Representativeness
Station # Terrain Distance Rating
I
VG-G
VII
Comment: Monitor sites are affected
to a degree by lake breeze and the
meteorological site is inland;
therefore, the representativeness is
questionable.
N.B. See Table 5 in Methodology section
ro
oo
i
en
INTERLAKE BOF
TSP roses for Republic Steel - Chicago,
Illinois, for the period 1978-1980 for
cases of u>0.90. Each circle represents
50
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Republic Steel—Chicago, IL
Wind
Direction
N
NNE
ME
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitoring
#2
8
5
4
7
1
2
3
2
31
15
11
5
13
1
7
1
116
Site Numbers
#3
10
4
5
3
1
2
2
3
23
12
8
6
14
1
6
1
101
28-6
-------
-TSP 13 MONTH RUNNING GEOMETRIC MEANS (UG/MW3) FOR REPUBLIC STEEL - SOUTH CHICAGO, IL
250
00
•vj
150 —
U
G
n
x
x 100—|
3
A*
***
PRIMARY.
1973
A*A
FFFJ1
1974
.. A
AA
1975
FTFT
1976
T^Y^
*****
LEGEND
SAROAD ID SITE ID
•h 14122661S 2
141820628 3
1977
1978
1979
198*
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - SOUTH CHICAGO* IL
SAROAD STATIOM * 141220018 SITE ID # 02
UMITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 19SO
OF READINGS ! 136
86 103 108 104
110
53
GEOMETRIC MEAN: 100.9 ****** 72.5 73.0 90.7 82.8 84.7 SB.7 95.9
GEOMETRIC S.D.: 1.7 ****** 1.7 1.6 1.6 1.6 1.6 1.6 1.8
HIGHEST 3Y
LARSEM EXTRP:
457.8 ****** 334.1 290.8 390.6 341.4 308.3 362.9 552.2
IST HIGHEST:
DATE :
454.0 254.0 257.0 170.0 360.0 292.0 250.0 272.0 377.0
720523 730206 740601 750518 761015 770522 780628 790530 800801
2MD HIGHEST:
DATE :
366.0 245.0 211.0 167.0 317.0 285.0 199.0 248.0 373.9
720521 730227 740628 750319 760512 770519 780417 790322 80090S
« OF READINGS
EXCEEDING 260
n Or READINGS
EXCIEDIM3 150
25
10
14
13
12
13
10
RANGE
0- 65:
^6-130:
131-195:
196-260:
261-325*.
326-390:
391-455:
>455:
26
73
20
9
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
9
6
2
0
0
0
29
57
15
3
0
0
0
0
31
56
15
7
1
0
0
0
14
24
9
3
1
2
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
28-8
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - SOUTH CHICAGO* IL
SAROAD STATION ft 141220022 SITE ID * 03
UNITS : MICR03RAMS/M**3
1972 1973 197* 1975" 1976 1977 1978 1979 1980
OF HEADINGS : 136
87
98
115 113
88
52
GEOMETRIC
: 134.0 162.8 153.4 148.0 175.1 170.4 121.2 125.6 11%. 5
GEOMETRIC S.D.: .1.6 1.6 1.7 1.6 1.6 1.7 1.7 1.6 1.5
HIGHiST 3Y
LARSEN EXT
562.4 7C0.6 750.0 562.0 710.5 837.8 540.9 4?D.l 419.2
IST HIGHEST:
DATE :
397.0 463.0 540.0 381.0 474.0 1106.0 517.0 325.0 231.0
720601 730510 740613 751105 760714 771118 780613 790310 801005
2vo HIGHEST: 320.0 422.0 506.0 357.0 452.0 688.0 278.0 294.3 225.0
DATE : 720817 730719 740228 750226 761223 771031 780601 790905 800310
* Oc READINGS
EXCEEDING 260
* Or READIM3S
EXCEEDING 150
59
19
44
47
10
50
21
79
19
68
33
35
RANG:
0- 65:
?,6-150:
131-135:
196-260:
2fil-325:
326-390:
391-455:
>455:
11
47
50
19
8
0
1
0
2
27
2°,
11
10
5
3
1
7
21
27
20
2
T
2
•>
4
37
27
20
8
2
0
0
5
19
45
25
13
4
3
1
4
">!
47
16
6
3
3
7
1?
33
31
10
1
0
0
1
7
33
34
5
5
0
0
0
f,
25
IS
7
0
n
0
r>
i*
****** INDICATES MISSIN3 OR INSUFFICIENT DATA
28-9
-------
24-HP STANDARD EXCFECANCE ROSE FOR
REPUBLIC STEEL - SOUTH CHICAGO, IL
(All Cases > 260 ug/m3 for 1972-1980)
XrO.fOO
COUNT/AVERAGE TSF 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:
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:
UNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
141220018
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
36C.
c
0.
0
0.
0
0.
4
333.
2
U = X
0
0.
2
482.
1
342.
0
0.
0
0.
0
0.
0
0.
1
688.
3
285.
8
224.
9
320.
14
345.
9
377.
6
435.
0
G.
1
601.
54
366.
3
W
-------
24-HR STANDARD EXCEEDANCF ROSE FOR
REPUBLIC STEEL - SOUTH CHICAGO* IL
(All Cases > 150 yg/m3 for 1972-1980)
XrO.900
COUNT/AVERAGE TSP OF" SECONDARY EXCEEDANCES
SAROAD *
SITE ID 9
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NF COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVF TSP:
ESE COUNT:
AVE TSP:
SF COUNT:
AVE TSP:
SSE COUNT:
AVF TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsu COUNT:
AVF TSP:
w COUNT:
AVF TSP:
WMW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
141220018
2
u>=x
1
221.
1
162.
7
210.
7
200.
0
C.
0
0.
2
157.
1
164.
4
172.
6
203.
3
162.
j
2f 2.
2
288.
0
0.
1
24f .
c
0.
34
203.
U=x
2
171.
4
324.
2
287.
1
201.
0
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
-------
UPDATED AIR QUALITY EVALUATION - REPUBLIC STEEL, CHICAGO, ILLINOIS
Stations used in update:
Continued operation: #2, #3
New stations: None
Discontinued stations: None
Trends in geometric means:
The graph of 12-month running geometric means for station #3 showed
a dramatic decline that began in mid-1977 and flattened out in 1979-
1980. The geometric means for station #2 were relatively unchanged
during the period.
Station #2 generated a Spearman correlation coefficient of 0.30, indicat-
ing a slightly positive overall trend. Station #3 generated a Spearman
correlation coefficient of -0.49, indicating a moderately negative overall
trend.
Attainment status:
Neither station #2 nor station #3 was in attainment of either the annual
or 24-hour primary TSP standards.
Pollution roses:
The pollution rose for station #3 Indicates largest impact from direc-
tions containing plant activities. Contributions from other directions,
however, are by no means minor. Similarly, station #2 receives its
greatest TSP levels from directions containing the Republic facility.
Standard exceedance roses:
Station #2 recorded a total of four excursions beyond 24-hour primary
standards under persistent winds. Of these, one involved winds that
would have brought in Republic emissions. Station #3 recorded 54 such
excursions. Of these, 46 involved winds that would have transported
Republic emissions to the sampler.
28-12
-------
REPUBLIC STEEL
Cleveland, Ohio
EPA Region V
29-1
-------
Ht-Vol Monitoring Sites In the Vicinity of Republic Steel Corporation - Cleveland, Ohio
ro
to
I
ro
X #2
#3
X #4
X #6
#7
#8
SAROAD 1
36-1300-008-
H01
36-1300-012-
H01
36-1300-013-
H01
36-1300-017-
H01
36-1300-026-
H01
36-1300-027-
H01
36-1300-038-
H01
"
36-1300-041
Site Name and Address
Fire Station #13
4749 Broadway Avenue
Cleveland, Ohio
Fire Station #19
E. 55th St. DSt. Clalr
Cleveland, Ohio
Cleveland Air Pollution
Control Laboratory
2785 Broadway Ave.
Cleveland, Ohio
Fire Station #29
E. 105th S Superior
Cleveland, Ohio
Harvard Yards
4150 E. 49th St.
Cleveland, Ohio
P. I. Dunbar School
2200 W. 28th St
Cleveland, Ohio
St. Theodojiui Church
2S47SI. TIkhonSt.
Cleveland, Ohio
Washington Park Horti-
cultural School
3875 Washington Park
Cleveland, Ohio
Plant Location from Site
Bearing Distance
252° 0. 9 km
194° 6. 0 km
163° L, 4 ten
219° 7. 1 km
350° 2. 9 km
107° 3. 3 km
122° I 3 km
343° 2. 0 km
Elevation (m)
Above Ground MSL Flint
12 221 40
12 203 22
6 186 5
12 207. S 26. 5
4. 5 218 37
7. 5 215. 5 34. 5
4. 5 210 29
7. 5 216 35
Site
Description
Rooftop
Urban
Commercial
Industrial
Rooftop
Urban
Commercial
Residential
Rooftop
Industrial
Rooftop
Urban
Residential
Elevated Plat-
form
Parking Lot
Commercial
Rooftop
Urban
Residential
Rooftop
Urban
Residential
Rooftop
Residential
Nearest Roadway
Name Direction/Distance Volume
Broadway Ave. SW 9m 2-lane
moderate to
heavy
*
St. Clair S 30m 4-lane
moderate to
heavy
E. 55th St. W 20 m 4-lane
moderate to.
heavy
Broadway Ave. S&W 30 m 2-lane
moderate to
heavy, local
truck traffic
Railroad N 150 m 2 -tracks
Superior Ave. N 15 m 4-lane
moderate
E. 105th St. E 25 m 2-lane
light to
moderate
Railroad S 120 m. 2 -track*
Railroad SE 0. 35 km multiple
tracks
No major nearby roadway*. A taller building
limits hi vol sampler's exposure to the north.
Site overlooks steel facilities to the south and
east.
Willow Freeway E 0. 3 km 4-lane
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 has not changed, data from this site were
not employed in the 1978-1980 update.
-------
Wind Data Representativeness
Station # Terrain Distance Rating
3, 7
VII
U
8, 1
VI
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 5vin Me
UBLIC STEEL
TSP roses for Republic Steel - Cleveland,
Ohio, for the period 1978-1980 for cases
of u>0.85. Each circle represents
50 wg/m3.
29-3
-------
TSP roses for Republic Steel - Cleveland,
Ohio, for the period 1978-1980 for cases of
u»0.85. Each circle represents 50 ug/m3
29-4
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Republic Steel--Cleveland, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
ssw
sw
wsw
w
WNW
NW
NNW
Total
Monlt
IL
3
3
1
1
1
1
2
8
16
13
20
9
4
3
3
5
93
;or1ng S
#3
4
4
1
2
1
1
2
9
18
15
21
9
5
3
3
5
103
fte Numl
#7
3
5
1
2
1
1
2
9
17
14
21
9
5
4
3
5
102
bers
#8
4
5
1
0
1
1
1
7
14
10
16
8
4
4
3
5
84
29-5
-------
TSP IE MONTH RUNNING GEOMETRIC MEANS (UG/MS33) FOR REPUBLIC STEEL - CLEVELAND, OH
t\>
us
cr>
s lse
P
U
G
/
M
X
x lee
3
e»w —
ae« —
150 —
lec —
—
se —
A
A
AA AA
V*v
PRIMARY
SECQMPARY
J'TT'A'
1973
AA
i'T'V'A1
1974
+ A
VTT'A1
1975
^A*1
Q
J A J 0
1976
***A
°°°".o
°o0o
I'TT'A1
1977
k
A
"^ D
0°
,a°Bono0
1978
A*1
. 1*^*^14^, , * *t*
*T* TT T
.-"••-•.
1979
•
A
o_
O gO
° 0°""%
1980
LEGEND
SAROAD ID SITE ID
-H 361300013 3
361300008 1
Q 361300038 7
-------
TSP 13 MONTH RUNNING GEOBETRIC MEANS (UG/HSX3) FOR REPUBLIC STEEL - CLEVELAND, OH
ro
tO
T
S
P
u
G
n
X
aee-
ise-
-
-
-
;
se-
e—
PRIHARV
BTOfWgv
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
J A' j"o'
1977
+
+t+
1 1 1 1 1 1 1 1 1 1 1
J A J 0
1978
jM-l-V-N**^
J"A"J"O'
1979
•
**%.
ii 1 1 1 n i i ii
J A J 0
198*
LEGEND
SAROAD ID SITE ID
+• 3613MM1 8
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - CLEVELAND. OH
SAROAD STATION » 361300008 SITE ID # 01
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
* OF READINGS
S3
83
69
21 131
77
61
53
GEOMETRIC MEAN! 187.8 179.0 147.5 ****** 140.2 154.4 146.0 154.7 143.0
GEOMETRIC S.D.: 1.7 1.7 1.7 ****** 1.7 1.6 1.6 1.5 1.3
HIGHEST BY
LARSEN EXTRP:
858.1 835.9 707.5 ****** 647.0 654.2 594.3 534.1 339.0
IST HIGHEST:
DftTE :
528.0 432.0 440.0 292.0 471.0 705.0 414.0 296.0 288.0
720602 730125 740123 750524 760226 770706 780309 791117 800801
2ND HIGHEST:
DATE :
507.0 413.0 412.0 289.0 424.0 390.0 334.0 271.0 254.0
720608 730110 740228 750325 760615 770718 78R824 790918 800626
» OF READINGS
EXCEEDIMS 2SO : 22 22
n OF READINGS
EXCEEDING 150 : 64 51
37
14
11
63
10
42
29
29
29
RAMSi
o- ss:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
4
13
22
22
14
4
2
2
5
17
17
22
11
9
2
0
7
16.
26
13
2
3
2
0
0
4
8
6
3
0
0
0
11
44
37
28
8
1
1
1
3
20
32
12
6
3
0
1
5
19
17
15
3
1
1
0
2
12
20
16
3
0
0
0
1
20
35
7
1
0
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
29-8
-------
YEAR
DATA SUMMARY FOR REPUBLIC STEEL - CLEVELAND* OH
SAROAD STATION X 361300013 SITi ID « 03
UNITS : MICROSRAMS/M**3
1972 1973 1974 1975' 1976 1977 197B 1979 1980
OF READINGS
75
76
72
67
179
85
64
61
: 169.9 157.1 174.9 148.8 147.2 135.9 139.6 146.0 148.3
GEOMETRIC S.D.! - 1.7 1.8 1.8 1.7 1.7 1.7
1.7 l.S
HIGHEST 3Y
LARSEN EXTRP:
854.0 900.7 943.7 690.3 66fl.4 677.5 964.1 6S3.1 617.9
1ST ilGHiST:
OAT! :
407.0 592.0 534.0 383.0 618.0 660.0 473.0 35B.O 694.0
720506 73C415. 740529 751208 760322 770531 780526 790918 901024
2MD HIGHEST:
DAT: :
353.0 353.0 509.0 340.0 379.0 350.0 384.0 352.0 347.0
720527 730925 74C606 750617 760608 770823 781011 790S20 B0011D
n 0- RETOIM3S
EXCiE^IMS 260 : 19 111 19
» 0* I^EADIN3<;
EXCEEDIN3 150 : 50 44 46
34
23
90
35
11
34
33
31
o- ss:
&6-130:
131-195:
196-2*0:
261-325:
326-390:
391-455:
>455:
6
1?
22
16
15
3
1
a
5
21
19
13
15
2
0
1
4
18
n
21
11
5
1
2
5
22
17
12
7
4
0
0
11
62
49
34
16
6
0
1
9
34
15
19
3
4
0
1
7
1°
13
14
6
4
0
1
3
?S
16
11
4
-
0
0
*
19
22
11
3
1
3
1
****** INDICATES MISSIMG OR INSUFFICIENT DATA
29-9
-------
TSP DATA SUMMARY FOR REPUBLIC STEEL - CLEVELAND* OH
SAROAD STATION « 361300038 SITE ID « 07
UNITS t MICROGRAMS/M**3
YEAR
1972
1973 1974 1975
1976
1977 1978 1979
1980
* OF READINGS :
1*5
61
GEOMETRIC MEAN: ****** ****** ****** ****** 111.8 101.7 122.9 125.2 123.3
GEOMETRIC S.D.: ****** ****** ****** ****** 1.9 1.8 1.7 1.7 1.7
HIGHEST 3Y
LARSEN EXTRP: ****** ****** ****** ****** 687.5 577.0 544.5 637.9 614.5
IST HIGHEST:
DATE :
****** ****** 207.0 402.0 392.0 378.Q 444.0 403.0 357.a
****** ****** 741231 750617 760513 770531 780526 790322 801024
2MD HIGHEST:
DATE :
****** ****** 1^0.0 337.0 369.0 303.0 359.0 335.0 302.0
****** ****** 741219 750524 760820 770330 781104 790520 800110
« OF READINGS
EXCEEDING 260
» OF READIM3S
EXCEEDING 150
11
15
49
19
23
25
25
RANGE
0- 65:
65-130:
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
1
0
1
1
0
0
0
0
2
11
9
2
2
1
1
0
27
55
39
9
10
4
1
0
18
31
13
9
2
1
0
0
8
32
12
11
1
1
1
0
9
29
11
10
5
1
1
0
9
19
20
=»
3
1
n
n
****** INDICATES HISSING OR INSUFFICIENT DATA
29-10
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - CLEVELAND* OH
SAROAD STATIC » 3613000*1 SITE 10 * 08
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS
32
59
48
58
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** 90.1 95.3 92.7
GEOMETRIC S.D.: ****** ****** ****** ****** ******
1.6
1.5
HIGHEST 3Y
LARSEM
****** ****** ****** ******
****** 336.1 254.9 289.7
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** 123.0 283.0 229.0 207.0
****** ****** ****** ****** ****** 770823 780526 790322 800322
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** 112.0 225.0 203.0 201.0
****** ****** ****** ****** ****** 770922 781104 790^07 890321?
n OF READINGS
EXCEEDING 260 :
* 0- HEADINGS
EXCEEDING 150 :
RANGE
0- 65:
66-130:
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8
24
0
0
0
0
0
0
10
4D
7
1
1
0
0
0
6
33
7
2
0
0
0
0
9
31?
3
2
9
n
0
n
****** INDICATES MISSING OR INSUFFICIENT DATA
29-11
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
REPUBLIC STEEL - CLEVELAND, OH
(All Cases > 260 pg/n)3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSF OF PRIMARY EXCEEDANCES
SAROAD # 361300013 36130000P 361300038 3613000*1
SITE ID * 3 1 7 8
DIRECTION W>=X U=X U=X W=X W
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
REPUBLIC STEEL - CLEVELAND* OH
(All Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSF OF" SECONDARY 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:
usw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNU COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
361300013
3
u> = x
2
173.
" 4
212.
2
21*.
1
155.
1
191.
2
301.
250.
22
293.
37
261.
246.
35
226.
13
195.
4
228.
5
172.
0
0.
1
168.
178
242.
U=x
1
159.
4
208.
0
0.
0
0.
0
0.
0
0.
1
154.
8
190.
18
205.
35
237.
46
247.
28
255.
14
253.
8
239.
0
0.
0
0.
163
237.
W = X
2
197.
3
184.
1
153.
1
195.
0
0.
1
187.
2
285.
10
258.
22
240.
21
210.
9
186 .
3
170.
1
183.
0
0.
0
0.
0
0.
76
220.
W = X
1
1P9.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
159.
0
0.
0
0.
1
157.
0
0.
0
0.
0
0.
1
207.
0
0.
4
178.
W
-------
UPDATED AIR QUALITY EVALUATION - REPUBLIC STEEL, CLEVELAND, OHIO
Stations used in update:
Continued operation: #1, #3, #7, #8
New stations: None
Discontinued stations: None
Trends in geometric means:
All four stations displayed rising 12-month running geometric means
in 1978. Values at stations #7 and #8 leveled off somewhat in 1979
and 1980; values at stations #1 and #3 continued to rise slowly in
1979 and 1980. A rather strong decline began in mid-1980 at stations
#1, #3, and #8. Recent values (though growing slightly) are imbedded in
a general decline that started in 1974. Spearman correlation coeffi-
cients for station #1 (-0.40) and for station #3 (-0.45) bear this out.
Stations #7 and #8 started operation late, near the period of lowest TSP
values in 1978. Trend analysis for these stations does not include data
from the period in the early and mid-70s of declining TSP values and as
a result positive overall trends are indicated for these stations
(Spearman correlation coefficient of 0.74 for each).
Attainment status:
None of the four stations discussed here was in attainment of primary
TSP standards for the period 1978-1980.
Pollution roses:
The pollution rose for station #1 presents the clearest impact for
Republic emissions. This station is situated to take advantage of most
frequently occurring persistent winds. Station #8 is situated to provide
estimates of upwind levels on days of impact at station #1. Station #3,
though reliant on less frequent persistent winds, also demonstrates impact
from Republic emissions. Station #7 appears to be influenced by the J&L
plant.
Standard exceedance roses:
Station #3 recorded 59 excursions beyond primary 24-hour TSP standards
on -days with persistent winds that would have brought in Republic emissions.
Station #1 recorded a total of 42 such excursions; of these, 39 involved
winds that would have brought in Republic emissions. Station #7 recorded
15 primary excursions, none of which obviously involved the Republic
facility. Station #8 recorded no primary excursions under persistent winds.
29-14
-------
REPUBLIC STEEL
Warren, Ohio
EPA Region V
30-1
-------
Hi Vol Monitoring Sites - Republic Steel Corporation, Warren, Ohio
SAROAD 1
36-7020-002-
101
36-7020-OO4-
101
Site Name and Address
N.E. Fire Station
1700 Atlantic Street
Warren, Ohio
Municipal justice Building
141 South Street
Warren, Ohio
Plant Location from Site
Bearing Distance (km)
Mills 210° 2.8
Blast furnaces 208° 4. 2
Coke Ovens 204° 4.7
Mills 160° 1. 3
Coke Ovens 180° 3.0
Blastfurnaces 183° 2.5
Elevation (meters)
Above Ground MSL Plant
5 295 27
12 282 14
Site
Description
Rooftop
Residential
Rooftop
Commercial
Nearest Roadway
Name Direction/Distance (m)Volume
Atlantic Street N 20 2- Lane
moderate
South Street S 30 4-lane
moderate
Railroad Tracks S ISO
#1
co
o
-------
Wind Data Representativeness
Station # Terrain Distance Rating
1, 2
I
VG
N.B. See Table 5 in Methodology section
Mahoning River
Youngstown
Municipal
Airport
13 km
TSP roses for Republic Steel - Warren, Ohio,
for the period 1978-1980 for cases of u>0.90.
Each circle represents 50
30-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Republic Steel--Warren, OH
Wi nd
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitoring
#1
1
1
1
0
3
2
9
3
5
7
10
5
8
3
3
_£
63
bite Numbers
#2
14
5
6
4
10
10
14
8
20
32
35
19
32
18
17
15
259
30-4
-------
TSP IS MONTH RUNNING GEOMETRIC MEANS (UG/fU*3> FOR REPUBLIC STEEL - UARREN, OH
aee —
OJ
o
i
en
T
S
P
u
G
/
n
*
x
3
158 —
50 —
PRIHARV
1973
***
1974
i'T'J"*1
1975
1976
LEGEND
SAROAD ID SITE ID
36?«ae«e4
1977
1978
1979
1989
-------
TSP DATA SUMMARY FOR REPUBLIC STEEL - UARPFM* OH
SAROAO STATION « 36702000? SITE ID «t 01
UNITS t MICROGRAMS/M**3
YEA3 1972 1973 1974 1975 1976 1977 1978 1979 1980
# OF READINGS: 0 60 61 57 61 60 60 5°, 5°,
GEOMETRIC MEAM: ****** S2.3 72.8 64.4 65.0 64.6 69.6 S9.9 66.5
GEOMETRIC S.D.: ****** 1.6 1.6 1.5 1.6 1.6 1.7 1.5 1.5
HIGHEST 3Y
LARSEM EXTRP: ****** 3D4.3 31^.9 15a.O 261.B P^e.t 3^2.1 2?5.9 222. B
IST HIGHEST: ****** ? 1 3 . o i^r.o i3-.o 153.0 159.0 191.0 1 5 2 . o 130.0
DATE t ****** 731212 741207 750512 76^915 770212 7H1104 79D5C9 ^00721
2MD RICHEST: ****** 173.0 ic«.o 130.0 145.0 140.0 i^i.o i*?.o 128.3
•DATE : ****** 730416 743411 7504! 8 761315 770£,?4 78°911 7903?2 «0011i
EXCEEDIM"3253:
« OF READINGS
EXCEEDING 150 :
o- s^:
66-130:
131-195:
196-260:
261-325:
326-33C:
391-455:
>455:
n
0
n
0
n
n
0
o
19
30
ID
1
1
f)
0
0
24
29
7
1
0
0
0
0
X 1.
'3
1
0
n
0
0
0
31
27
3
0
0
n
n
n
?9
28
4
0
0
0
0
0
27 22
25 34
Q *5
0 0
0 0
0 0
0 3
0 T
23
55
"
n
3
3
T
n
****** INDICATES MISSING OR iNSUrriciENT DATA
30-6
-------
YEAR
TS» DATA SUMMARY FOR REPUBLIC STEEL - UARRENt OH
SAROAD STATION * 367020004 SITE ID * 02
UNITS ! MICROGRAMS/M**3
1972 1973 1974 1975" 1976 1977 1978 1979 1980
OF READINGS
242 249 241 250 249 243 245
GEOMETRIC MEAN: ****** ****** 9*. 7 83.4 BO.O 84.2 84.3 7B.5 79.2
GEOMETRIC S.D.: ***,*** ****** 1.8 1.6 1.7
1.6
1.6 1.7 1.5
HIGHEST 3Y
LARSEN EXTRP: ****** ****** 532.5 314.8 352.4 340.6 361.4 369.8 271.5
IST HIGHEST:
DATE :
****** ****** 345.0 239.0 240.0 284.0 255.0 254.0 221.0
****** ****** 741028 750731 760811 770329 780611 790228 80052R
2MD HIGHEST:
DATE :
****** ****** 319.0 209.0 233.0 248.0 249.0 253.0 212.0
****** ****** 740305 751023 760B04 770616 780719 790917 80122?
n OF READINGS
EXCEEDIM3 260 :
« OF READINGS
EXCEEDING 150 :
64
25
28
29
34
10
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
56
106
50
21
8
1
0
0
73
1?4
36
6
0
0
0
0
90
107
39
5
0
0
0
0
75
131
32
11
1
0
0
0
77
119
46
7
0
Q
0
0
94
104
40
*
0
0
0
0
79
139
24
3
n
n
*
0
****** INDICATES MISSING OR INSUFFICIENT DATA
30-7
-------
24-HR STANDARD EXCEEBANCE ROSE FOR
REPUBLIC STEEL - WARREN* OH
(All Cases > 260 ug/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD n
SITE ID tt
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:
ssu COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
usw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
36702
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.
0
0.
0
0.
0
0.
0
0.
0
0.
c
c.
0002
w=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
3
285.
1
283.
0
0.
0
0.
0
0.
0
0.
0
0.
4
284.
20004
2
W
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
REPUBLIC STEEL - UARREN, OH
(All Cases > 150 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF' SECONDARY EXCEEDANCES
SAROAD » 367020002 367020004
SITE ID « 1 2
DIRECTION W>=X W = X W
-------
UPDATED AIR QUALITY EVALUATION - REPUBLIC STEEL, WARREN, OHIO
Stations used in update:
Continued operation: #1, #2
New stations: None
Discontinued stations: None
Trends in geometric means:
The 12-month running geometric means for stations #1 and #2 both showed
minor increase in the latter half of 1978, followed by a general decline
for 1979 and 1980. The Spearman correlation coefficient for station #1
was -0.16, indicating a very slight overall negative trend. For station
#2, the Spearman correlation coefficient of -0.44 indicates a slight
negative overall trend. The major components of these declines occurred
in 1974 and 1975.
Attainment status:
Station #1 was not in attainment of primary TSP standards in 1978, but
was in attainment for 1979 and 1980. Station #2 was not in attainment
of primary TSP standards in 1978-1980.
Pollution roses:
The pollution roses for stations #1 and #2 show great similarities in
their pattern of relatively low TSP concentrations with winds from the
west (through north) to the east. Station #2 receives strongest contri-
butions from southerly directions, indicating impact from the Republic
facility. The southerly pattern for station #1 is shifted slightly
clockwise as would be expected if there were a major impact from Republic
emissions.
Standard exceedance roses:
Station #1 registered no excursions beyond the primary 24-hour TSP standard.
Station #2 registered four excursions beyond the primary 24-hour TSP
standard under persistent winds. Of these, three involved winds that
would have brought in Republic emissions.
30-10
-------
REPUBLIC STEEL
Youngstown, Ohio
EPA Region V
31-1
-------
l. MonHoTtnp, Siles - Republic S1eel Coloration Yoim;>stown Ohio
I
ro
X#4
#3
#1
X#6
X#7
SAUOAI) »
lr,_776O-004-
101
ir.-oahO-nni
Fos-ioi
ir.-r>4RO-ooi
I'll -IPS
If, 77l,0 OOt-
101
is-
in'i mi
W-77W nofi
in? rcir>
3H-24BO- 001
mi
Site Nnme and Address
1 ire Slation #<> *
1"oiuiR':^\vn, Ohio
rirr Station #7
MS Madison
Yoiiti^ston-n, Ohio
Fir 7(>
" 1?r, 70
r, 7.74 IK
l> 1?P 71
10 S 100 4-1
•1 5 2
-------
Wind Data Representativeness
Station # Terrain Distance Rating
II
2, 3, 5
II
N.B. See Table Sin Methodology section.
CO
I—>
u>
REPUBLIC STEEL
VG-G
05
2km
TSP roses for Republic Steel - Youngstown,
Ohio, for the period 1978-1980 for cases
of w>0.90. Each circle represents 50
ELL
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Republic Steel--Youngstown, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitc
#!_
13
6
7
4
10
10
4
8
20
30
34
20
28
18
17
15
254
>ring Si
#2
1
1
1
0
2
2
9
3
5
7
10
4
8
4
4
2
63
ite Numt
#3
1
1
1
0
3
2
8
3
6
6
10
5
8
5
4
2
65
>ers
#5
1
1
1
0
3
2
8
3
6
7
10
5
9
5
4
2
67
31-4
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/MSX3) FOR REPUBLIC STEEL - YOUNGSTOUN.OH
250-
800-
co
i—«
01
S
P
u
G
n
*
150 —
160 —
50 —
~ p*i«Mpy_.°.°.
_ Sf CQW8Y. ..
AA >AA
1973
FFFF
1974
'-"«
000
0°
••
00
1975
1976
1977
FTW
1978
LEGEND
SAROAD ID SITE ID
•f 367760O05 1
& 367760W4 S
D 36776M03 3
1979
1980
-------
TSP IS MONTH RUNNING GEOPIETRIC HEANS (UG/H*S3) FOR REPUBLIC STEEL - YOUNGSTOUN,OH
CO
i—"
cr>
s
P
u
G
n
*
ci&W —
300-
150-
-
-
-
100-
-
50-
-H-
PRIMARY
SECQNJBftRV .
J ft J 0
1973
»\
"H!++
+
-H
J A J 0
1974
K+-H + '
4-
J A J 0
1975
"^
+ +++
'-H-+ +
J A J 0
1976
+++\
++ "* +
J A J 0
1977
+
++
J A J 0
1978
+«****+*
J A J 0
1979
•
•*^^
J A J 0
1989
LEGEND
SAROAO ID SITE ID
+ 360960001 5
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - YOUNGSTOUNtOH
SAROAD STATION « 367760005 SITE JD * 01
UMITS t MICROGRAMS/M**3
1972 1973 197* 1975" 1976 1977 1978 1979 1980
« OF READINGS :
5R
153 244 240 247 244 242 233
GEOMETRIC MEAN: ****** 132.1 106.9 101.6 lOl.l 104.3 96.3 94.6 86.3
GEOMETRIC S.D.: ****** 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.5
HIGHiST ?Y
LARSEN EXTRP:
****** 426.2 449.5 376.5 378.4 396.8 395.9 315.6 268.?
IST HIGHEST:
DATE :
****** 335.0 365.0 383.0 281.0 320.0 257.0 22B.O 228.0
****** 730301 741028 751119 760609 771024 780309 790930 S00?03
2MO HIGHEST:
DATE :
****** 287.0 241.0 295.0 244.0 319.0 241.0 226.0 205.0
****** 730302 740105 750514 760513 770329 781102 790306 801120
n OF READINGS
EXCEEDING 260 :
n OF READINGS
EXCEEDING 150 :
20
38
45
46
53
48
28
11
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
3P6-390:
391-455:
>455:
0
0
0
0
0
0
0
0
3
23
22
7
2
1
0
0
23
70
48
11
0
1
0
0
45
136
47
8
7
1
0
0
42
124
59
14
1
0
0
0
34
135
60
12
6
0
0
0
4ft
126
58
1?
0
0
0
0
44
147
44
7
P
0
0
0
45
157
2=)
•>
0
n
0
0
****** IMDICATES MISSING OR INSUFFICIENT DATA
31-7
-------
DATA SUMMARY FOR REPUBLIC STEEL - YOUNGSTOWN, OH
SAROAO STATION! 8 367760004 SITE ID # 02
UNITS : MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
« 0? READINGS : 0 54 60 58 59 60 60 55 57
GEOMETRIC YIEAV. ****** 107.5 98.7 88.2 R9.4 85.5 83.0 7?.l 74.4
PFOMETRIC S.D.: ****** 1.4 1.4 1.4 1.5 1.5 1.5 1.5 1.4
HIGHEST 3Y
-XTRP: ****** 292.1 270.5 215.9 292.2 300.7 2^1.1 250.2 204. <*
IST HIG-IIST: ****** 229.0 2?3.o 155. o 245.0 212.0 209.0 2?=?. a 133.1
OATE : ****** 73C227 740105 7510^7 760322 770302 78052* 799M6 S00116
?MD HIGHEST: ****** iss.o is 7. 3 iso.o 211.0 194.0 202.0 211.0 iso.o
DATE : ****** 731212 740R21 750124 7«>0418 770531 7S1104 790509 B00407
» OF READINGS
EXCEEDING 260 tOOOOOOOOO
tt Oc READINGS
EXCEEDIMG 150 : 0 10 4 1 6 6 3 2 0
RANGE
0- 65:
66-130:
131-195:
196-2SO:
2S1-325:
326-390:
391-455:
>455:
Q
0
0
0
0
0
0
0
4
33
If
1
0
0
0
0
6
40
13
1
0
0
n
0
7
44
7
0
0
n
0
0
13
37
7
?
0
r
0
Cl
IB
30
1 1
1
0
0
0
0
17
36
S
2
0
0
0
0
16
34
.3
2
3
0
0
0
17
39
1
n
~\
1
n
n
****** INDICATES HISSING OR INSUC F 1C IF.NT DATA
31-8
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - YOUNGSTOWN«OH
SAROAD STATION » 367760003 SITE ID tt 03
UNITS t MICROGRAMS/M**3
1972 1973 1974 1975" 1975 1977 1978 1979 1980
n OF READINGS :
54
61
59
61
61
59
57
57
GEOMETRIC MEAN: ****** 77.5 77.2 69.1 69.7 65.8 66.5 67.8 66.2
GEOMETRIC S.D.: ****** 1.5 1.5 1.4 1.5 1.6 1.6 1.5 1.4
HIGHEST 3Y
LARSEN EXTRP:
****** 280.9 242.7 190.3 232.3 251.9 253.4 231.5 185.0
IST HIGHEST
DATE :
****** 186.0 183.0 129.0 141.0 163.0 170.0 155.0 112.0
****** 730227 740216 751027 750822 770519 780526 790720 800421
2ND HIGHEST
DATE :
****** 176.0 173.0 126.0 139.0 159.0 143.0 140.0 10S.T
****** 730913 740105 750729 760915 770531 781104 790912 90020=?
# OF READINGS
EXCEEDING 260
# OF READINGS
EXCEEDING 150
RAMGE
0- 55:
66-130:
131-195:
196-250:
251-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
18
29
7
0
0
0
0
0
19
3S
4
0
0
0
0
0
26
33
0
0
0
0
0
0
24
32
5
0
0
0
0
0
30
25
6
0
0
0
0
0
28
27
4
0
0
0
0
0
?7
27
3
0
0
0
0
0
23
?4
•)
0
0
r\
0
D
IMDICftTES MISSING OR INSUFFICIENT DATA
31-9
-------
YEAR
TSP DATA SUMMARY FOR REPUBLIC STEEL - YQUNGSTOWN*OH
SAROAD STATION * 3699600"! SITE ID « 05
UNITS : MICROGRAVS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 19RO
OF READINGS :
58
59
61
59
GEOMETRIC MEAN: ****** 146.3 112.0 110.7 119.8 115.6 77.2 83.7 73.2
GEOMETRIC S.D.: ****** 1.8 1.8 l.ft 1.a 1.7 1.8 1.5 1.5
HIGHEST 3Y
LARSEN EXTRP:
1ST HIGHEST:
DATE :
****** 668.0 4R5.0 3S7.0 494.0 366.0 P94.0 1R2.0 130.1
****** 731019 740*06 751214 76C909 771419 7R1104 790??0
HIGHEST: ****** 469.a 376.0 3i4.o ?9«uo 302.0 214.0 153.0 i?7.o
DATE : ****** 730416 741119 750418 760903 770531 780414 79352? B0072S
n OF READINGS
EXCEEDIM3 ?SC :
10
EXCEEDING 150 :
?7
17
19
19
RANGE
0- S5:
56-130:
131-195:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
4
21
14
1?
6
1
1
2
8
29
13
5
2
2
0
1
ID
27
10
7
3
1
0
0
10
?.4
9
10
1
*
1
1
7
25
15
9
2
1
0
n
2?
26
9
2
1
0
0
0
18
34
7
0
0
0
0
0
22
38
0
d
0
3
^
1
****** INDICATES MISSING OR INSUFFICIENT DATA
31-10
-------
24-HR STANIARB EXCEEiANCE ROSE FOR
REPUBLIC STEEL - YOUNGSTOWNtOH
(All Cases > 260 ug/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:
su COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
367760005 367760004 367760003
123
u>=x
9
0.
0
0.
0
0.
0
0.
0
0.
1
312.
1
263.
0
0.
2
278.
2
327.
3
2*0.
0
0.
0
0.
0
0.
0
0.
0
0.
9
292.
w=x
0
0.
0
0.
0
0.
1
267.
2
281.
0
0.
1
267.
3
324.
1
383.
1
261.
0
0.
1
281.
0
0.
0
0.
0
0.
0
0.
10
299.
0
0.
0
0.
0
0.
0
0.
0
0.
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=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
3
314.
2
408.
7
383.
5
335.
0
0.
0
0.
0
0.
0
0.
0
0.
17
360.
U
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
REPUBLIC STEEL - YOUNGSTOUK»OH
(All Cases > 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:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
sst COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
usw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNU COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
367760005
1
u>=x w=x u=X U=x u
-------
UPDATED AIR QUALITY EVALUATION - REPUBLIC STEEL, YOUNGSTOWN, OHIO
Stations used in update:
Continued operation: #1, #2, #3, #5
New stations: None
Discontinued stations: None
Trends in geometric means:
Stations #1, #2, and #3 continued a slow but steady decline of 12-month
running geometric means for the period 1978-1980. Station #5 showed
a departure from this pattern with sharply declining values in 1978
followed by relatively steady values in 1979 and 1980. It is likely
that the J&L Campbell Works has a greater Influence on readings at
station #5 than does Republic.
The Spearman correlation coefficients for all stations indicated a
strongly negative overall trend. Values were -0.84, -0.91, -0.65, and
-0.78 for stations #1, #2, #3, and #5, respectively.
Attainment status:
Station #1 was not in attainment of primary TSP standards in 1978-1980.
Stations #2 and #5 were not 1n attainment for 1978 and 1979, but achieved
attainment for 1980. Station #3 was in attainment of primary TSP
standards for 1978-1980.
Pollution roses:
None of the stations discussed here are sited to clearly isolate the
impact of Republic Steel. The most frequent persistent winds are
from the southwesterly quadrant.
Standard exceedance roses:
Stations #2 and #3 registered no excursions beyond the 24-hour primary
standard. Station #1 registered nine excursions beyond the 24-hour primary
standard under persistent winds. Of these, three involved winds that
would have directly brought in Republic emissions; however, the J&L
Campbell Works Hes in the same direction. Of the 17 excursions under
persistent winds at station #5, none occurred under winds clearly
involving Republic.
Because river valleys tend to channel low-level winds, one cannot exclude
the Republic and Campbell mills as contributing to elevated levels of
air pollution on days when recorded winds are not precisely those which
would transport emissions from mill to sampler.
-------
SHARON STEEL
Fairmont, West Virginia
EPA Region III
32-1
-------
Hl-Vol Monitoring Sites - Sharon Steel Fairmont W. Va.
CO
ro
I
ro
SAROAD 1
50-0480-
003-F01
50-0480-
002-F02
Site Name and Address
J. W. Barnes School
Fairmont W. Va.
No. 2 Fire Station
Park & Morgantown Aves.
Fairmont, W. Va.
Plant Location bom Site
Bearing Distance
' 112° 2. 1 km
27° L8 km
Elevation ( in meters)
Above Ground MSL Plant
10. 5 322 16
6 312 6
Site
Description
Rooftop
Residential
Rooftop
Residential
Commercial
Nearest Roadway
Name Direction/Distance Volume
Penn Ave East 0. 15 km Moderate
(US Route 19)
Park Ave. East 15 m Moderate
Morgantown South 9 m Moderate
Ave. to Light
#1
-------
Westinghouse
Greater
Pittsburgh
Airport
112km
/I
N
Rt. 73
SHARON
0
I
0.5
i
1.0km
l
Location of TSP monitoring sites in the
vicinity of Sharon Steel - Fairmont,
West Virginia.
32-3
-------
TSP 13 MONTH RUNNING GEOMETRIC MEANS (UG/HSX3) FOR SHARON STEEL - FAIRMONT, UU
CO
ro
i
200 —
s 150 —
P
U
G
n
X
X 100
3
-
—
50 —
0
PRIHARV
SKQUPm . .
VA'TT
1973
+++++HM.++
VA"]' 'o1
1974
"H"+++t+-H-+-«-
-------
YEA*
TSP DATA SUMMARY FOR SHARON STEEL - FAIRMOMTf UV
SAROAD STATION «t 500480003 SITE ID J» 01
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS :
65 55
56 61
GEOMETRIC MEAN: ****** ****** ****** 53.5 42.8 47.7 43.8 45.1 49.3
GEOMETRIC S.D.: ****** ****** ******
1.6
1.5 1.7
1.6
1.6
1.5
HIGHEST 3Y
LARSEN EXTR»:
****** ****** ****** 221.3 152.1 231.0 172.4 164.3 153.9
IST HIGHEST:
DATE :
193.0 66.0 163.0 186.0 126.C 215.0 96.0 125.0 102.3
720614 731212 740220 750107 760301 770302 781104 790322 BOOH?,
2ND HIGHEST: i7«.o 6i.o 109.0 117.0 124.0 204.0 92.0 99.0 99.0
DATE : 720516 731018 741204 751211 761215 770308 780526 790316 "00215
« OF 3EADIM3S
EXCEEDING 260
« OF READINGS
EXCEEDING 150
RANGE
0- !>5:
66-130:
131-195:
196-260:
261-325:
3?6-390:
391-455:
>455:
23
11
4
0
0
0
0
0
8
1
0
0
0
0
0
0
7
6
1
0
0
0
0
0
41
22
1
0
0
0
0
0
54
11
0
0
0
0
0
0
41
12
0
?
0
0
0
0
44
12
0
0
0
0
0
0
43
13
0
0
0
0
D
0
4?
1=>
T
n
0
f\
D
T
****** INDICATES MISSING OP INSUFFICIENT DATA
32-5
-------
YEA*
TSP DATA SUMMARY FOR SHARON STEEL - FAIRMONT* UV
SAROAD STATION » 500480002 SITE ID # 02
UNITS : MICR06RAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
n OF READINGS :
31
57
58
49
57
GEOMETRIC MEAN: ****** ****** R7.7 81.3 79.0 84.1 ****** 76.1 72.5
GEOMETRIC S.D.: ****** ****** 1.7 1.7 1.6 1.7 ****** 1.7 1.6
HIGHEST 3Y
LARSEM EXTRP:
****** ****** 396.7 420.2 330.9 426.6 ****** 385.3 26^.0
IST HIGHEST:
DATE :
225.0 1P6.0 284.0 295.0 242.0 490.0 201.0 303.0 207.0
720119 730501 740220 75D220 760301 770308 780315 790?1& 90011D
2ND HIGHEST:
DATE :
174.0 139.0 246.0 253.0 210.0 460.0 200.0 2*59.0 165.1
720222 730829 740122 750320 761209 770302 780408 79D322 800215
» OP READINGS
EXCEEDING 260
tt OF READINGS
EXCEEDING 150
10
11
RANG!
0- 65:
66-130:
131-195:
196-2^0:
261-325:
326-390:
391-455:
>455:
\2
20
7
1
T
0
0
0
12
17
2
0
0
0
0
0
14
29
7
3
1
0
0
0
22
22
10
2
1
0
0
o
19
29
7
?
0
0
0
0
17
26
2
•)
0
0
0
2
11
7
p
2
0
0
0
fl
21
28
4
2
2
0
0
0
10
23
2
1
1
0
0
.1
****** IMDKATES MISSING OR INSUFFICIENT DATA
32-6
-------
UPDATED AIR QUALITY EVALUATION - SHARON STEEL, FAIRMONT, WEST VIRGINIA
Stations used 1n update:
Continued operation: #1, #2
New stations: None
Discontinued stations: None
Trends In geometric means:
The trend graphs of 12-month running geometric means for stations #1
and #2 display no particular trend.
Attainment status:
Station #1 was In attainment of primary TSP standards throughout.
Station #2 was not In attainment of primary TSP standards for 1979 or
1980; Insufficient data capture 1n 1978 precluded estimation of attain-
ment for that year.
Pollution roses and standard exceedance roses:
No local wind data In digitized form were available.
32-7
-------
SHARON STEEL
Parrel!, Pennsylvania
EPA Region III
33-1
-------
Hl-Vol Monitoring Sitei in the Vicinity of Sharon Steel Corporation - Farrell, Penniylvanla
CO
I
ro
#1
#2
SAROAD 1
39-8140-622-
F01
39-3200-621-
F01
39-3200-622-
F02
Site Name and Address
The Herald Building
50 S Dock Street
Sharon, PA
Farretl Municipal Building
926 Spearman Avenue
Fan-ell, PA
New building
Plant location from Site
Bearing DIstancqKm
Electric furnace 195° 2. 1
Blast furnaces 193° 2. 4
EOF 182° 2.9
Electric furnace 255° 0. 8
Blast furnaces 237° 0.95
BOF 2003 1.1
Electric furnace 285° 0. 8
Q
Blast furnace 263 0. 8
BOF 214° 0. 7
Elevation (meters)
Above Ground MSL Plant
12.0 276 17
6.0 289 30
7 2S8 -1
Site
Description
Rooftop
Center City
Commercial-
Industrial
Rear Porch
Center City
Residential
Commerical
Industrial
Rooftop Center
City
Nearest Roadway
Name Direction/Distance Volume
(meters)
State St. N 50 3 lane moderate
to heavy
South Dock St. E 6 6 m to 2 lane moderate
S 0.7km toheavy
Railroad Tracks W 2O multiple tracks
Spearman Ave. E 45 2 lane light to
moderate
Broadway W 300 2 lane heav,-
Railroad Tracks W 395 multiple tracks
Spearman St.
Roemer St.
-------
Shenango River
N
Ypungstown Municipal
Airport • 17 km
SHARON STEEL
Wind Data Representativeness
Station # Terrain Distance Rating
II
N.B. See Table 5 in Methodology sectior
TSP roses for Sharon Steel - Parrel 1,
Pennsylvania, for the period 1978-1980 for
cases of <^>0.85. Each circle represents
50 ug/rn3.
33-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Sharon Steel--Farrell, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
w
WNW
NW
NNW
Total
Mom ton n
#1
2
0
1
2
5
1
7
3
5
6
9
5
7
6
3
_5
67
ig bite
#2
2
0
1
1
3
0
2
1
4
3
1
2
4
0
2
_2
28
Numbers
#3
1
0
0
1
2
1
5
2
1
2
8
3
3
5
2
_2
38
33-4
-------
i
U.
I
v>
o
U.
n
(A
O
Id
r:
(U
O.
VI
1
1
(/
: « in 9
u tu •* -<
\
A
^
T
1 1
1 1 1 1 1
"" 0|
I*"
Ei
^o
p
-o
1
ps
Es
>
33-5
-------
TS° DATA SUMMARY FOP SHARON STEEL - FARRELL* PA
SA&04D STATION « 398140622 SITE ID tt 01
UNITS t M.ICROGRAMS/M**3
YEAR 1972 1973 1974 1975 197S 1977 1978 1979 1980
n 0" READINGS : 0 0 28 42 5* 5* 59 4? 44
GEOMETRIC M.EAM: ****** ****** ****** 94.7 92.4 R0.3 76.3 ****** 76.5
GEOMETRIC S • D • : ****** ****** ****** 1.5 1.7 i.p \,o, ****** j. ^
HIGHEST 3Y
LARSEV EXTRP: ****** ****** ****** 344.2 433.8 445.6 400.9 ****** 244.6
1ST HIGHEST: ****** ****** 2«5.0 273.0 23S.O 638.0 ?23.0 199.0 151. D
DATE : ****** ****** 740628 751120 7S0224 770218 781104 799*05 B01223
2MO HIGHEST: ****** ****** 2P?.o isi.o 227.0 282.o 194.0 m.o 130.9
DATE : ****** ****** 741119 7510T9 76041R 770302 "^80601 790^20 R
» OF READINGS
EXCEEDING 260 100210300
<» Or READINGS
EXCEiDIMS 150 : 0 0 13 8 ID 7 4 5
RAVGE
o- ss:
66-1 30:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
n
T
0
0
0
0
0
0
0
0
0
0
0
0
c
9
ft
4
2
n
c
n
9
20
1?
0
1
0
0
n
15
27
1?
4
0
0
0
0
20
28
7
0
2
0
0
1
22
26
10
1
0
0
0
0
10
24
9
0
0
0
0
0
13
31
1
1
n
0
T
r>
****** INDICATES MISSING OR INSUCFTCIENT DATA
33-6
-------
YEAR
TSP DATA SUMMARY FOR SHARON STEEL - FARRELLt PA
SAROAD STATION « 393200621 SITT ID 8 02
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
« OF READINGS
35
44
59
58
59
GEOMETRIC MEAN: ****** ****** ****** 39.2 94.9 94.5 80.5 ****** *****,
GEOMETRIC S.D.: ****** ****** ****** 1.5 ite,
i*** *
HIGHEST 3Y
LARSEN EXTRP: ****** ****** ****** 279.5 396.1 345.9 336.7 ****** ******
IST HIGHEST:
DAT: :
****** ****** 185.0 202.0 287.0 241.0 212.0 ****** ******
****** ****** 740610 751120 7*0611 770413 791104 ****** ******
2ND HIGHEST:
DATE :
****** ****** 184.0 189.0 219.0 216.0 177.0 ****** ******
****** ****** 740728 751015 760212 770107 780601 ****** ******
» Oc READINGS
EXCEEDING
# OF READINGS
EXCEEDING 150 :
11
10
RAMG?:
o- S5:
56-130:
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
7
14
14
0
0
0
0
0
9
27
a.
1
0
0
0
0
11
34
11
2
1
0
0
n
10
34
11
3
0
0
0
0
19
31
fl
1
0
0
0
0
0
0
0
0
0
0
0
0
0
r>
0
0
0
T
n
0
****** INDICATES MISSING OR INSUFFICIENT DATA
33-7
-------
YEAR
TSP DATA SUGARY FOR SHARON STEEL - FARRELL* PA
SAROAD STATION » 393200622 SITE ID » 03
UNITS t MICRQGPAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 19SO
ff OF READINGS
13
GEOMETRIC MEAN! ****** ****** ****** ****** ****** ****** ****** ****** 7k,
GEOMETRIC S«D»: ****** ****** ****** ****** ****** ****** ****** ****** 1*
HIGHEST 3Y
EXTRP:
******
******
t* ****** ****** ****** ****** 203*^
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 163.0 145*0
****** ****** ****** ****** ****** ****** ****** 79Q405 901223
2MD HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 1 ? 1 » Q 139*0
****** ****** ****** ****** ****** ****** ****** 790218 B00801
« OF READINGS
EXCEEDIMG 260
* OF READINGS
EXCEEDING 150
RANGE
0- 65!
5&-130:
131-195*.
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
c
0
0
0
0
0
0
n
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
0
n
0
0
0
o
0
0
o
0
n
0
0
0
3
9
1
0
0
0
0
0
15
29
?
T
0
0
rt
0
****** INDICATES MISSING OR INSUFFICIENT DATA
33-8
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
SHARON STEEL - FARRELLt PA
(All Casts > 260 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF PRIMARY EXCEEDAKCES
SAROAD « 398140622 393200621 393200622
SITE ID « 1 2 3
DIRECTION U>=X U=X U=X W
-------
24-HR STANDARD EXCEEDANCF. ROSE FOR
SHARON STEEL - FARRELL* PA
(All Cases > 150 ug/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY 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:
usw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
39*140622
1
w>=x
0
0.
' 0
0.
0
0.
0
0.
0
0.
2
222.
?
179.
3
241.
2
416.
1
183.
6
185.
c
184.
n
0.
0
0.
0
0.
2
204.
23
217.
U = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
172.
1
?02.
2
179.
1
219.
6
170.
4
193.
2
252.
0
0.
0
0.
2
171.
19
189.
U = x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
160.
0
0.
0
0.
0
0.
0
0.
1
160.
VKX
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
33-10
-------
BAP MONTHLY ARITHMETIC MEANS CNG/H«3) FOR SHARON STEEL - FARRELL, PA
Co
CO
i
C
0
N
C
E
N
T
R
A
T
I
0
N
N
G
/
M
X
*
3
-
4-
-
3-
2-
-
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
+
+
J A J 0
1978
A
A
A
A*
J A J 0
1979
A
A
A
A A
A A
A A *
M 1 1 1 1 1 1 1 1 1
J A J 0
1980
LEGEND
SAROAD ID SITE ID
4- 393200621 02
A 393200622 03
-------
Shenango River
N
Ypungstown Municipal
Airport - 17 km
State St.
Route 62
SHARON STEEL
BaP roses for Sharon Steel - Parrel!,
Pennsylvania, for the period 1978-1980 for
cases of w>o.80. Each circle represents
0.5 ng/m^.
33-12
-------
UPDATED AIR QUALITY EVALUATION - SHARON STEEL, FARRELL, PENNSYLVANIA
Stations used in update:
Continued operation: #1
New stations: #3 (1979)
Discontinued stations: #2 (1978)
Trends in geometric means:
The graphs of 12-month running geometric means for stations #1 and
#2 continued to change in phase. A brief decline in early 1978 was
followed by rising values that flattened out in 1979. Data for 1980
were insufficient to develop curves further. The Spearman correlation
coefficient for station #1 was -0.71, indicating a moderately strong
negative trend. Station #2 generated a Spearman correlation coefficient
of -0.40, indicating a slight negative trend. The disparity in these
values is likely due more to different record lengths than to substan-
tially different trends.
Attainment status:
Whenever sufficient data were available for estimation during the period
1978-1980, all stations demonstrated nonattainment of primary TSP standards,
Stations #1 and #3 could not be assessed for 1979.
Pollution roses:
Pollution roses for all three stations indicate impact from the Sharon
facility. The most frequently occurring persistent winds are from the
southwesterly quadrant. Stations #1 and #3 received high TSP levels from
a small number of cases with east-southeasterly winds which are not
directly relatable to mill operations.
Standard exceedance roses:
Station #3 registered no excursions past the 24-hour primary standard.
Station #1 registered a total of five primary excursions under persistent
winds; of these, four involved winds that would have brought in emissions
from Sharon Steel. Station #2 registered only one primary excursion—this
episode involved persistent winds that would have brought in emissions
from Sharon Steel.
33-13
-------
BaP
BaP sampling occurred at stations #2 (1978) and #3 (1979-1980).
Overall values were generally low (< 5 ng/m^), and pollution roses
indicated that largest contributions were generally from the plant. A
single episode of 12 ng/m^ under east-southeast winds inflated the
average value for that sector at station #3.
33-14
-------
UNITED STATES STEEL
Braddock, Pennsylvania
EPA Region III
34-1
-------
Hi-Vol Monitoring Sites - U. S. S. C. , Braddock, PA
00
I
ro
X #3
X #4
* Denotes critical site.
SAROAD t
396620001G01
390960001G01
398860001G01
392580001C01
Site Name
North Braddock
Braddock*
Swissvale
Duquesne 1
Plant Location from Site
Bearing Distance
(clockwise) (km)
BOP
198° 0.8
Rest of Plant
From
185° 1. 1
To
147° 1.4
BOP
191° 0.4
Rest of Plant
From
168° 0.8
T°
124 1. 3
From
143° 3. 2
To
133° 3.6
From
331° 2.9
To
348° 2. 4
Elevation
Height of Hl-Vol Elevation Dlff.
Inlet Above Ground Site -Plant
(m) (m)
8 37 BOP
43 Rest of
mill
3 BOP
12
9 Rest of
mill
43 BOP
8
49 Rrrt of
mill
37 BOP
13
43 Rest of
mill
Site
Description
Building roof
(composition
surface )
Building roof
(gravel)
Building roof,
(gravel)
Building roof
(gravel)
Nearest Roadway
Name Direction/Distance (m) Volume
BellAve SW/15 Paved road,
heavy traffic
10,490 vehicles/
day
Braddock SW/397 Paved road,
Ave. moderate traffic
5, 786 ve hide/
day
Braddock SW/37 Paved road,
Ave moderate traffic
5,786 vehicles/
day
Palmer St. NE/8 Paved road,
light traffic
Braddock NE/305 Paved road,
Ave moderate traffic
5,786 vehicle/
day
Monogahela SSW/122 Pi ed road,
Ave -sioderate traffic •
6, 907 vehicles/
day
Grant Ave N/61 Cobblestone road,
light traffic
W/31 Paved road,
light traffic
Kennedy St. S/17 Cobblestone road,
light traffic
3rd Street E/12 Cobblestone road,
light traffic
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 - U. S. S. C. , Braddock, PA (continued)
SAROAD 1
392S80002G01
Site Name
Duquesne 2
Dom'i TV and Hi-Fi
Center - Duquesne Plaza
Shopping Center
Plant location foam Site
Bearing Distance
(clockwise) ' (km)
From
330° 2. 9
To
347° 2. 4
Elevation
Height of Hl-Vol Elevation Dlft
.Inlet. Above Ground Site-Plant
(m) (m)
15 BOP
7
21 Rest of
mill
Site
Description
Building roof
Nearest Roadway
Name Direction/Distance (m) Volume
Grant Ave. SSE/76 Pjved road,
moderate traffic
4, 822 vehicles/
day
St. Rt. 837 NE/122 Paved road,
moderate traffic
13, J62 vehicles/
day
X #5
u>
I
CO
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.
-------
A Wabco boileis (1312 m)
Vesuvius Crucible
Carrie boilers
Wind Data Representativeness
Station # Terrain Distance Rating
1, 2
III
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 in Methodology section.
STEEL
H
U
____ Defines river valley
610 m
_J
TSP roses for U.S. Steel-Braddock, Pennsylvania
for the period 1973-1980 for cases of oj>0.35.
Each circle represents 50pg/m^.
34-4
-------
Wabco boilers (1312 m)
Vetuviui Crucible
Carrie boilen
_ Defines river valley
610 m
STEEL
TSP roses for U.S. Steel-Braddock, Pennsylvania
for the period 1978-1980 for cases of oi>0.85.
Each circle represents 50pg/m3.
34-5
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel--Braddock, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitoring
11
13
4
7
4
7
8
7
7
9
10
14
19
25
15
13
5
167
Site Numbers
#2
8
2
6
4
2
2
6
5
4
7
9
11
15
8
10
3
102
34-6
-------
TSP IE MONTH RUNNING GEOMETRIC MEANS FOR U.S.S.C. - BRADDOCK, PA
350
200-
150 —
s
p
u
G
* 100-
3
50—
PRIMARY.,
SECONDARY..
1973
1974
1975
1976
AA
1977
1978
1979
LEGEND
SAROAD ID SITE ID
+• 396630001 1
390960001 8
19m
-------
TSP DATA SUGARY FOR U.S.S.C. - BRADDOCKt PA
SAROA3 STATION « 396620001 SITE ID » 01
UMITS : MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 19SO
n OF READINGS : C 0 0 32 105 10R 111 101 118
GEOMETRIC MEAN! ****** ****** ****** ****** 101.1 118.2 115.2 100.2 79.5
GEOMETRIC S.D.: ****** ****** ****** ****** 1.7 i.g 1.7 i.e, j.c,
HIGHEST 3Y
LARSEN EXTRP: ****** ****** ****** ****** 485.2 662.5 552.4 408.0 290.6
IST HIGHEST: ****** ****** ****** 476,o 321.0 409.0 428.o 25?.o 200.n
DATE : ****** ****** ****** 751119 7^0^07 770212 7S1103 793513 810M9
2ND HIGHEST: ****** ****** ****** 350.0 321.0 402.0 37^.0 237.0 195.0
DATE : ****** ****** ****** 751117 760610 770311 781104 79Q424 801333
« Oc ^EADIXJSS
EXCEEDING 2SO :000471170T
H OF READINGS
EXCEEDING 150 : 0 0 0 12 28 35 39 22 I?
RAV3"
o- ?.5:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
C
0
0
0
C
C
G
0
1
C
0
0
0
0
0
0
0
0
0
o
0
r
n
5
12
9
2
1
p
0
1
24
39
30
5
7
0
C
0
17
50
Ifi
12
^
1
2
0
16
53
25
10
3
3
1
0
19
48
26
P
0
0
n
0
3 a
63
15
1
T
D
0
D
****** INITIATES MISSING OR INSUFFICIENT DATA
34-8
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - BRAODOCK» PA
SAROAD STATION # 390960001 SITE ID » 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS :
132 104 104 112
GEOMETRIC MEAN: ******
176.5 143.8 132.6 145.8 146.5 161.3 95.9
GEOMETRIC S.D.: ****** ****** 1.8 1.8 1.9 1.8 1.7 1.6
HIGHEST 3Y
LARSEN EXTRP:
****** ****** 1045.6 774.5 687.3 770.3 686.3 601.5 372.2
IST HIGHEST:
DATE :
****** 604.0 803.0 487.0 444.0 503.0 372.0 397.0 290.0
****** 731203 741029 750124 760909 770218 780321 790322 800316
2ND HIGHEST:
DATE :
****** 474.0 573.0 419.0 412.0 486.0 338.0 312.0 285.0
****** 730919 741011 751120 760415 770310 780105 790509 80011S
« Op READINGS
EXCEEDING 250 t
tt OF READINGS
EXCEEDING 150 :
25
55
76
17
50
13
47
23
50
13
33
31
12
RANGE
o- ss:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
1
27
20
16
15
3
5
2
5
43
27
20
15
7
7
8
9
35
25
18
8
7
1
1
11
41
25
14
7
4
2
0
9
42
27
11
11
7
3
2
5
27
16
13
9
4
0
0
1
13
17
10
7
0
1
0
17
41
14
3
?
o
0
3
****** IMDICATES MISSING OR INSUFFICIFNT DATA
34-9
-------
24-HP STANDARD EXCEEEANCE ROSE FOR
U.S.S.C. - BRADDOCK, PA
(All Cases > 260 pg/m3 for 1972-1980)
X=0.850
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:
ysw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
UMU COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
396620001
1
W> = X
0
0.
0
0.
0
0.
0
0.
0
0.
2
364.
0
0.
1
27P.
2
2«?.
1
268.
4
324.
1
307.
2
2P2.
c
0.
Q
0.
0
0.
13
309.
w = X
0
0.
0
0.
1
265.
0
0.
0
0.
2
340.
9
343.
6
299.
5
334.
11
414.
14
318.
5
?7P.
3
310.
0
0.
1
316.
0
0.
57
345.
u
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - BRADDOCK, PA
(All Cases > 150 pg/m3 for 1972-1980)
X=0.850
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:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
UNU COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
396620001
1
w> = x
1
173.
0
0.
0
0.
1
IflO.
0
0.
2
364.
4
198.
7
201.
10
216.
9
206.
11
243.
11
199.
8
207.
3
172.
1
240.
1
175.
69
214.
k = X
2
224.
0
0.
2
214.
1
250.
2
221.
5
251.
16
286.
11
267.
11
267.
18
334.
33
249.
25
228.
7
242.
9
171.
4
209.
1
164.
147
255.
UO
3
274.
3
199.
0
0.
6
200.
3
267.
12
322.
a
273.
13
259.
23
283.
27
291.
31
265.
29
216.
19
214.
12
243.
14
255.
3
209.
207
257.
34-11
-------
BAP flONTHLV ARITHMETIC MEANS (NG/MX*3) FOR U.S.S.C. - BRADDOCK, PA
CO
-P>
i
C
0
N
C
E
N
T
R
A
T
I
0
h
N
G
/
M
*
*
3
4-
3-
a-
i-
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
1 1 M 1 1 1 1 1 1 1
J A J 0
1977
i i i i r i i i r i T
J A J 0
1978
T 1 1 1 1 1 1 1 1 1 1
J A J 0
1979
1 1 1 i 1 1 1 1 1 1 r
J A J 0
1980
LEGEND
SAROAD ID SITE ID
4- 3966200ei 01
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, BRADDOCK, PENNSYLVANIA
Stations used in update:
Continued operation: #1, #2
New stations: None
Discontinued stations: None
Trends in geometric means:
TSP levels at both stations #1 and #2 declined sharply In 1980.
Long-term trends at both stations are moderately negative with Spearman
rank correlation coefficients of approximately -0.6.
Attainment status:
Both stations #1 and #2 Indicate nonattalnment of the primary standards
throughout the period.
Pollution roses:
Both pollution roses indicate substantial impact of the basic oxygen
furnaces, sinter plant, and blast furnaces.
Standard exceedance roses:
Over 60 percent of the number of primary standard exceedances at
station #1 occurred with wind directions blowing from the mill; this
fraction 1s 75 percent for station #2.
BaP:
BaP was sampled at station #1 1n 1980. Data recovery was sparse, but
monthly averages were low (< 1 ng/m3).
34-13
-------
UNITED STATES STEEL
Clairton, Pennsylvania
EPA Region III
35-1
-------
Hi-Vol Monitoring Sites - U.S.S.C., CLairton, PA
S A ROAD #
391720001C01
393640001GO1
390100064G01
Site Name
Clairton Sewage Plant
Site
Glassport
Liberty
Plant Location from Site
Bearing Distance
(clockwise) (km)
From
6° 0.6
To
109° 1.2
From
143° 1.2
To
135° 2.4
From
217° 2.1
To
184° 2.6
Elevation
Height of Hl-Vol Elevation Diff.
.Inlet. Above Ground Site-Plant
(m) (m)
7 3
5 0
11 101
Site
Description
Building roof
(gravel)
Trailer roof
(asphalt with
raised metal
grate)
Building roof
(gravel)
Nearest Roadway
Name Direction/Distance (m) Volume
NNW/61 dirt road, light
or no traffic
NE/153 paved road, light
traffic
SSE/1 concrete drive,
light traffic
WSW/15 paved road, light
traffic
SSW/23 dirt road,
light traffic
WSW/397 dirt road,
moderate traffic
Glassport SE/S19 bridge, moderate
Clairton traffic
Bridge 10,065 vehicles/
day
SSE/12 paved drive
light traffic
N/21 gravel drive,
light traffic
Ohio Ave. NE/31 paved road",
moderate traffic
13,105 vehicles/
day
W, S, paved drive,
N/24 light traffic
NW/183 dirt road,
light traffic
GO
en
l
#3
(Continued)
-------
Hi-Vol Monitoring Sites - U.S.S.C., Clairton, PA (Continued)
SAKOAD 0
390100084 G01
Site Name
Liberty (continued)
Coursin Hollow Heights*
Plant Location from Site
Bearing Distance
(clockwise) (km)
From
238° 1.9
To
197° 2. 1
Elevation
Height of Hl-Vol Elevation Dlff.
Inlet Above Ground Site-Plant
(m) (m)
2 131
Site
Description
Platform on a
grassy area
Nearest Roadway
Name Direction/Distance (m) Volume
SSW/336 dirt road,
light traffic
Washington SW/27S paved road,
Blvd. moderate traffic
2,032 vehicles/
day
ENE/122 dirt road,
light traffic
Washington E, N/122 paved road,
Blvd. moderate traffic
2,032 vehicles/
day
Port Vue E/275 paved road,
Rd. moderate traffic
3,987 vehicles/
day
CO
en
i
CO
* Denotes critical site
-------
Wind Data Representativeness
Station # Terrain Distance Rating
1, 2,
3, 4 III H U
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 in Methodology section
/
u. s. s. c. -
ational (4.0 km)
U.S. STEEL
Defines river valley
Elrama ..
power /\
plant *-»
610 m
_J
Mitchell /
A power pla.nl/
TSP roses for U.S. Steel - Clairton,
Pennsylvania, for the period 1978-1980
for cases of w>0.85. Each circle
represents 50
35-4
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel--Clairton, PA
Wind f
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
lorn ton ng
#1
11
5
5
2
6
7
8
7
9
7
14
14
25
14
12
6
152
Site NI
#2
4
1
5
2
2
2
4
5
3
4
7
7
12
5
5
0
68
jmoers
#3
12
5
6
4
6
8
7
6
8
11
12
15
27
14
14
8
163
#4
10
3
4
2
4
4
7
6
6
6
10
14
22
6
9
3
116
35-5
-------
TSP 13 MONTH RUNNING GEOMETRIC WEANS
-------
TSP 13 MONTH RUNNING GEOHETRIC HEANS (UG/n**3> FOR U.S.S.C. - CLAIRTON, PA
CO
en
i
T
S
P
u
G
/
n
*
*
3
258
300-
150-
.
-
100-
-
-
~
50-
0 —
•
PRIBftRY
mwrt.
J A J 0
**++++*+.
J A J 0
+
*\
v-
J A J 0
+-H-.
*-+++++***
J A J 0
++++ \
J A J 0
"*"•%.
+4%f**fc+*
J A J o'
^•^^•-H-
1 II 1 1 1 1 1 1 M
J A J 0
•
*+*f
1 1 i i i 1 1 i i i i
J A J 0
LEGEND
SAROAD 10 SITE ID
•f 390100684 4
1973 1974 1975 1976 " 1977 " 1978 " " "1979 " " 'l98t
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - CLAIRTON, PA
SA30A3 STATIOM * 391720001 SITE ID * 01
UNITS : MICROGPaMS/1**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
# OF READINGS
59
81
95 109 113 110 113
79
GEOMETRIC MEAN: ****** 122.5 114.9 109.2 90.2 99.2 95.9 90.0 93.1
GEOMETRIC S.D.: ****** l.S 1.6 1.6 1.5 1.7 1.7 1.5 1.5
HIGHEST 3Y \
LARSEM EXTR»: ****** 635.4 460.4 406.4 326.1 440.3 431.4 23B.5 319.5
IST HIGHEST:
DATE :
****** 486.0 286.0 314.0 259.0 275.0 369.0 273.0 356.0
****** 730416 740117 75041ft 760915 770310 780426 790322 800530
2ND HIGHEST:
DATE :
****** 339.0 281.0 277.0 204.0 231.0 237.0 22&.0 194.0
****** 7304?^ 740806 750924 760924 771106 781122 791123 300807
» OF READINGS
EXCEEDING 260 *.
# OF READINGS
EXCEEDIM3 150 :
20
22
17
27
19
10
RANGE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
9
20
20
6
2
1
0
1
11
37
?2
7
4
0
n
0
15
48
20
9
3
0
0
0
29
54
23
3
0
0
0
f)
25
49
32
6
1
0
0
0
27
48
27
7
0
1
0
0
36
62
11
3
1
0
0
0
16
45
16
0
n
i
0
0
****** IMDICATES MISSING OR INSUFFICIENT DATA
35-8
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - CLAIRTONt PA
SAROAD STATION « 393640001 SITE ID # 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS :
71
50
45
54
20
GEOMETRIC MEAN: ****** 82.6 83.0 93.9 102.0 ****** 10B.8 97.5 ******
GEOMETRIC S.D.: ****** 1.5 1.5 1.6 1.7 ****** l.R 1.7 ******
HIGHEST 3Y
LARSEN EXTRP: ****** 302.2 298.1 387.3 459.1 ****** 602.9 399.9 ******
IST HIGHEST:
DATE :
****** 325.D 227.0 213.0 302.0 606.0 330.0 31 *.0 154.1
****** 731025 740716 750fl7 760821 77073P 780719 790322 R00116
2MD HIGHEST:
DATE :
****** 245.0 181.0 213.0 256.0 502.0 306.0 293.0 144.0
****** 730830 740411 751015 760301 770R29 7B0526 790220 *0032S
» OF READINGS
EXCEEDING 260
tt Oc READIN3S
EXCEEDING 150
11
12
11
21
14
RANGE
0- 55:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
o
0
0
0
0
0
0
19
44
ft
1
1
0
0
0
16
25
8
1
0
0
0
0
12
22
10
4
0
0
0
0
12
16
9
5
1
0
0
c
6
15
8
4
7
1
1
2
10
1R
9
4
3
1
0
0
17
25
10
0
•>
0
0
0
8
9
3
Q
^
0
n
D
****** INDICATES WTSSING OR INSUFFICIENT DATA
35-9
-------
YEAR
TS* DATA SUMMARY FOR U.S.S.C. - CLAIRTON, PA
SAROAD STATION * 39010006* SITE ID * 03
UNITS : MICR03*AMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
* OF READINGS
182 117 104 110 113 107 110 111
GEOMETRIC MEAN: ****** 111.5 114.9 105.8 96.2 90.8 90.0 75.9 76.3
GEOMETRIC S.O.: ****** 1.9 1.9 2.0 1.9 1.9 1.8 1.7 1.6
HIGHEST BY
LARSEM EXTRP: ****** 717.3 751.2 832.9 626.4 609.8 495.2 356.6 320.9
IST HIGHEST:
DATE :
****** 452.0 473.0 490.0 417.0 359.0 318.0 234.0 301.0
****** 731122 741005 750124 761119 770212 781111 791120 901030
2MD HIGHEST:
DATE :
****** 393.0 430.0 462.0 365.0 339.0 258.0 227.0 217.0
****** 731027 741029 751117 760416 770310 781110 790602 800726
n OF READINGS
EXCEEDIMG 260 :
n Oe READINGS
EXCEEDING 150 :
18
16
42
38
24
24
10
RAV3E
0- 65t
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
P
0
0
0
0
0
0
39
65
40
20
14
•>
2
0
22
46
25
8
10
3
2
1
27
35
15
19
4
1
1
2
34
38
23
8
5
1
1
D
33
46
21
6
5
2
0
0
32
48
16
10
1
Q
0
0
44
49
13
4
0
T
0
0
4S
47
15
2
1
o
0
0
****** IMDICATES MISSING OR I MS JFFICI F.NT DATA
35-10
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - CLAIRTONt PA
SAROAD STATION » 390100084 SITE ID # OH
UNITS : MICROSRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS :
108 111 107 107 101
109
GEOMETRIC MEAN: ****** ****** ii&.8 89.7 97.6 94.1 ei.6 73.? ******
GEOMETRIC S.D.: ****** ****** 1.8 1.9 1.7 1.8 1.7 1.6 ******
HIGHEST 3Y
LARSEN EXTRP;
****** ****** 708.8 558.6 434.7 547.9 397.3 2M.O ******
IST HIGHEST:
DATE :
****** 482.0 513.0 279.0 316.0 320.0 486.0 211.0 119.0
****** 730829 741011 750115 760909 770212 781104 791120 500101
2ND HIGHEST:
DATE :
****** 463.0 419.0 265.0 293.0 316.0 252.0 197.0 60.0
****** 730911 740707 751205 760607 770209 780622 790502 800107
» OF REOIN3S
EXCEEDING 253 :
» OF READINGS
EXCEEDING 150 :
26
42
21
22
22
14
RANGE
0- 55:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
0
0
3
0
0
0
9
23
=9
11
5
2
0
2
22
36
21
22
5
0
1
1
33
*4
22
10
2
0
0
0
?7
49
20
9
2
0
0
0
30
46
19
7
5
0
n
0
36
47
11
6
0
0
0
1
41
55
11
2
0
0
0
0
2
1
0
0
0
0
1
D
****** INDICATES MISSING OR INSUFFICIENT
35-11
-------
24-HR STANDARD EXCF.EDANCE ROSE FOP
U.S.S.C. - CLAIRTON, PA
(All Cases > 260 pg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSF OF PRIMARY EXCEEBANCES
SAROAD n 391720001 393640001 390100064 390100084
SITE ID » 1 2 3 4
DIRECTION U>=X U=X W=X U=X U
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - CLAIRTONt .PA
(All Cases > 150 yg/m^ for 1972-1980)
X=0.850
COUNT/AVERAGE TSF OF SECONDARY EXCEEBANCES
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:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
391720
1
w>=x
10
196.
8
195.
6
247.
c
261.
3
237.
4
208.
5
182.
4
188.
4
222.
5
254.
7
181.
1
178.
4
186.
1
195.
1
227.
2
70
209.
1
1
1
1
1
001
u = X
2
235.
0
0.
4
170.
0
0.
0
0.
1
221.
2
167.
5
204.
4
273.
3
187.
10
250.
3
172.
5
283.
1
160.
1
227.
0
0.
41
224.
U =
3
173
0
0
0
0
0
0
1
183
0
0
2
1P2
1
200
5
205
20
226
31
258
26
217
7
265
5
209
182
2
222
106
230
100064
3
X
•
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
u = X
2
206.
0
0.
0
0.
0
0.
0
0.
1
276.
1
213.
2
182.
3
186.
4
198.
24
224.
19
198.
7
242.
2
202.
3
200.
1
189.
69
212.
U
-------
BAP MONTHLY ARITHMETIC MEANS CNG/H«3> FOR U.S.S.C. - CLAIRTON. PA
CO
CJl
I
C
0
N
C
E
N
T
R
A
T
I
0
N
N
G
x
n
*
JW —
as-
a0:
15-
-
10-
~
5-
0 —
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
i i i 1 1 i i i 1 1 i
J A J 0
1978
^ 4
A
A
O
0 D
a
A
a
o
D
O
+
++ ± -
1 1 1 1 1 1 1 1 1 1 1
J A J 0
1979
+
-
A
1 1 1 1 1 1 1 1 1 1 1
J A J 0
1980
LEGEND
SAROAD ID SITE ID
+ 391720001 01
39010006-4 03
O 399109084 04
-------
BAP riONTHLV ARITHMETIC MEANS
-------
u. s. s. c. -
(4.0 km)
Defines river valley
610 m
I
Elrama
power
plant
Mitchell /
/\ power planff
BaP roses for U.S. Steel - Clairton,
Pennsylvania, for the period 1978-1980
for cases of o)>0.80. Each circle
represents 20 ng/m^.
35-16
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, CLAIRTON, PENNSYLVANIA
Stations used in update:
Continued operation: #1, #3
New stations: None
Discontinued stations: #2 (1980), #4 (1980)
Trends in geometric means:
The 12-month running geometric means show a strong, long-term, downward
trend at stations #1, #3, and #4, as evidenced by Spearman rank corre-
lation coefficients of -0.91, -0.95, and -0.85, respectively. The trend
at station #2 has been downward since mid-1978; however, the period of
increase from 1973 through mid-1978 produced an overall coefficient
that was positive.
Attainment status:
Stations #1 and #3 continue to indicate nonattainment of the primary
TSP standards through 1980. Station #2 showed nonattainment during
1979, its last full year of operation. Station #4 attained the annual
standard in 1979 before ceasing operation.
Pollution roses:
Strong impacts of the plant are,demonstrated, particularly at sta-
tion #1. The cause for the strong impacts from the north at station #2
is not likely to be related to the Clairton mill.
Standard exceedance roses:
A majority of the excursions above the primary 24-hour standard at
stations #1, #3, and #4 occur with winds blowing from the mill.
Standard exceedances at station #2 occur with a large number of
wind directions. At station #1, five of the eight exceedance cases
occurring with persistent winds were associated with directions
transporting coke plant emissions toward the stations. The remain-
ing three cases occurred with south and south-southwest winds.
BaP:
BaP was satnpled at all four sites. Monthly average values were as high
as 15 ng/m . Pollution roses indicate that, for all stations,
largest BaP concentrations came from directions containing the coke
operation.
35-17
-------
UNITED STATES STEEL
Duquesne, Pennsylvania
EPA Region III
36-1
-------
Hl-Vol Site Evaluation - U. S. S. C. , Duquesne, PA
OO
CTl
#1
#2
#3
SAROAD t
392S80O01G01
392580002G01
A llegheny
County
07503
Site Name
Duquesne 1*
Dusquesne 2
Dom's TV and Hi-Fi Center
Duquesne Plaza Shopping
Center
Duquesne 3
(Duquesne Middle School)
Plant Location from Site
Bearing Distance
(clockwise) (km)
Blast Furnaces
From
144° 1. 2
To
1 16° 0. 8
BOP
70° 0. 8
Mill Scarier, EAF
35" 0. 7
Blast Furnaces
From
154° 1. 3
To
136° 0.8
BOP
87° 0. 5
Mill Scarfer, EAF
35" 0. 4
Blast Fomacei
96° - 129° .78-1.07
BOP
60° .96
Mill Scarfer
32° . 72
Elevation
Height of Hl-Vol Elevation Dlff.
Inlet Above Ground Site -Plant
(m) (m)
13 37
7 15
12 S4.5
Site
Description
Building roof
(gravel)
Building roof
Rooftop
Nearest Roadway
Name Direction/Distance (m) Volume
All traffic flow data are simulated counts.
Grant Ave. N/61 Cobblestone
road, light
traffic
W/31 Paved road,
light traffic
Kennedy S/17 Cobblestone
St. road, light
traffic
3rd St. E/12 Cobblestone
road, light
traffic
Grant Ave. SSE/76 Paved road,
moderate
traffic -
4,822 vehicles/
day
St. Rt. 837 NE/122 Paved road,
moderate
traffic -
13,362 vehicles/
day
6th St. W/30
* Denotes critical site.
-------
Wind Data Representativeness
Station # Terrain Distance Rating
1, 2, 3
III
H
U
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 in Methodology sectior
STEEL
_._— Defines river valley
610 m
TSP roses for U.S. Steel - Duquesne,
Pennsylvania, for the period 1978-1980
for cases of w>0.85. Each circle
represents 50
-------
\
\
\
STEEL
_>-—^ Defines river valley
610 m
TSP roses for U.S. Steel - Duquesne,
Pennsylvania, for the period 1978-1980
for cases of u>0.85. Each circle
represents 50 yg/m3
36-4
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel--Duquesne, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
ssw
sw
NSW
W
WNW
NW
NNW
Total
Monltorli
#1
12
4
6
3
7
8
9
6
9
10
15
17
27
15
14
6
168
ng Site
#2
4
1
5
1
2
1
4
6
3
6
9
8
11
4
6
J^
72
Numbers
#3
1
1
1
1
0
1
1
0
1
1
5
3
1
2
2
_^
22
36-5
-------
TSP 12 MONTH RUNNING GEOnETRIC I1EANS
-------
YEAR
TS» DATA SUMMARY FOR U.S.S.C. - DUQUESNE* PA
SAROAD STATION « 392580001 SITE 10 * 01
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 197S 1977 1978 1979 1990
* OF READINGS
58 103 111 119 108 111 119
93
GEOMETRIC
: ****** 116.3 121.8 106.6 99.8 108.0 112.0 96.9 81. B
GEOMETRIC S.O.: ****** 1.6 1.5 1.5 1.6 1.6 1.6 1.6 1.5
HIGHEST 3Y
LARSEM EXTRP: ****** 464.8 409.0 378.0 374.1 465.6 461.8 392.4 269.2
1ST HIGHEST:
DATE :
****** 272.0 389.0 314.0 33B.O 444.0 311.0 343.0 189. D
****** 730719 741029 750801 760415 770310 781110 790421 900506
2ND HIGHEST:
DATE :
****** 256.0 332.0 250.0 296.0 436.0 286.0 291.0 167.0
****** 731019 741011 751205 760608 770516 781207 790322 30072S
« OF READINGS
EXCEEDING 260 :
* OF READINGS
EXCEEDIMS 150 :
17
28
23
23
24
31
17
RANGE
0- 65t
66-130:
131-195:
196-2S 0:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
9
23
20
5
1
0
0
0
7
54
31
6
3
2
0
0
14
63
24
9
1
0
0
0
21
62
28
6
1
I
0
0
1*
59
20
6
1
1
3
0
17
49
3?
9
3
0
0
0
24
65
22
6
1
1
0
0
27
55
11
0
D
0
ri
0
****** INDICATES MISSING OR INSUFFICIENT DATA
36-7
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - PUQUESNE* PA
SAROAD STATION # 392580002 SITE ID » 02
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1975 1980
* OF READINGS :
87 106 111 118
53
GEOMETRIC MEAN*. ****** ****** 154.4 141.5 122.1 126.0 136.7 120.ft ******
GEOMETRIC S.T.: ****** ****** 1.6 1.5 l. e, 1.6 1.5 1.6 ******
HIGHEST ^Y
LARSiM EXTR°:
****** ****** 572.0 475.8
506.4 447.6 495.5 ******
IST HIGHEST:
****** ****** 381.0 459.0 330.0 480.0 300.0 372.0 ******
****** ****** 741029 751235 760415 770311 790719 7°3??2 ******
2ND HIGHEST:
DATE :
****** ****** 376.3 322.0 293.0 460.0 288.0 326.0 ******
****** ****** 741011 751117 76C60R 77Q516 7R0526 790421 ******
8 Dr READINGS
EXCEEDING 260
« OF READINGS
EXCEEDING 150
14
43
49
38
40
R A M 3 E
0- 65:
ss-i^o:
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
o
0
3
25
30
15
11
3
0
0
2
38
43
16
6
0
0
1
11
49
34
13
71
1
0
0
12
52
35
11
4
2
n
2
6
?7
32
12
3
P
0
0
5
24
14
S
0
•>
0
0
T
1
•)
o
0
T
0
n
****** INDICATES MISSING OR INSUFFICIENT DATA
36-8
-------
TSP DATA SUMMARY FOR U.S.S.C. - DUQUF.SNE* PA
SAROAD STATION « 7503 SITE ID » 03
UNITS t MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1980
0 OF READINGS : 00000000 <>5
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** 72.1
GEOMETRIC S«D»: ****** ****** ****** ****** ****** ****** ****** ****** 1,5
HIGHEST 3Y
LARSEM EXTRP: ****** ****** ****** ****** ****** ****** ****** ****** 2*3.0
1ST HIGHEST* ****** ****** ****** ****** ****** ****** ****** ****** 168»Q
DATE I ****** ****** ****** ****** ****** ****** ****** ****** 831205
2ND HIGHEST; ****** ****** ****** ****** ****** ****** ****** ****** 163,0
DATE : ****** ****** ****** ****** ****** ****** ****** ****** ^01031
* OF READINGS
EXCEEDING 250: 0 0 0 0 0 0 0 0 0
» OF READINGS
EXCEEDING 150 ZOOOOOOOn?
RAMGE
0- 55:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
M55:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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
0
0
0
0
0
0
0
n
0
0
0
IS
27
•>
0
n
n
'V
1
0
****** INDICATES MISSING OR INSUrFICIFNT DATA
36-9
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - DUGUFSNE* PA
(All Cases > 260 u9/m3 for 1972-1980)
X=O.R50
COUNT/AVERAGE TSP OF PRIMARY EXCEEDAK.CES
SAROAD #
SITE ID 8
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVF TSP:
NE 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:
AVE TSP:
wsw COUNT:
AVF TSP:
w COUNT:
AVE TSP:
WNU COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
39258
1
w> = x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
265.
1
444.
0
0.
2
2R1.
0
0.
1
269.
0
0.
0
0.
5
3CP.
0001
VKX
1
314.
0
0.
0
0.
0
0.
0
0.
2
340.
1
286.
1
348.
2
372.
2
345.
2
305.
1
436.
0
0.
1
269.
1
296.
0
0.
14
334.
392580002
2
U> = X
1
288.
0
0.
0
0.
0
0.
0
0.
1
480.
1
301.
0
0.
3
283.
2
302.
2
301.
3
313.
2
2 = 8.
0
0.
1
280.
0
0.
16
309.
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.
w
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - DUQUESNEt PA
(All Cases > 150 u9/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF 'SECONDARY EXCEEDANCES
SAROAD *
SITE ID n
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:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
392580001
1
u>=x
T
w
217.
*
1
163.
4
176.
1
17*.
2
190.
4
189.
3
174.
5
1«8.
6
187.
a
225.
8
189.
7
201.
6
205.
•»
206.
2
178.
0
0.
63
196.
U = X
2
220.
0
0.
4
200.
2
186.
2
168.
5
233.
8
219.
9
199.
6
242.
7
222.
15
202.
13
220.
9
223.
3
198.
6
19ft.
2
170.
93
211.
U = X
0
0.
0
0.
0
0.
1
16».
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
163.
0
0.
0
0.
0
0.
0
0.
2
166.
7503
U
-------
BAP MONTHLY ARITHMETIC MEANS FOR U.S.S.C. - DUQUESNE, PA
co
i
I—"
ro
C
0
N
C
E
N
T
R
A
T
I
0
N
N
G
/
n
*
t
3
3 —
4-
3-
2-
1-
0 —
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
1980
LEGEND
SAROAD ID SITE ID
393580001 01
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, DUQUESNE, PENNSYLVANIA
Stations used 1n update:
Continued operation: #1
New stations: #3 (1980)
Discontinued stations: #2 (1979)
Trends 1n geometric means:
Graphs of the geometric means at stations #1 and #2 since 1977 have
Indicated an Increase 1n TSP levels from 1977 through mid-1979, followed
by a decline.
Long-term trends were downward at both stations #1 and #2 with Spear-
man rank correlation coefficients of -0.73 and -0.48, respectively.
Station #3 had been 1n operation for too short a period for trends to
be assessed.
Attainment status:
Station #1 remained in nonattalnment of the primary TSP standards
through 1980. Station #2 was still demonstrating nonattalnment through
1979, after which its operation ceased. The new station #3, established
1n 1980, shows attainment. However, this site, despite being approxi-
mately the same distance from many of the sources of particulate matter
at the plant as station 12, is at a higher elevation above the plant and
therefore may be relatively Insensitive to localized pollution.
Pollution roses:
Substantial Impacts of the mill are noted at all three stations with
station #3 Indicating the least Impact.
Standard exceedance roses:
Only a small fraction of the primary 24-hour standard exceedances have
occurred with winds blowing from the mill toward stations #1 and #2. It
1s uncertain whether this is a consequence of other sources in the area
or of the use of unrepresentative wind data.
36-13
-------
BaP:
BaP was sampled at station #1 in 1980. Though data recovery was sparse,
the monthly average values were not substantially different from readings
at station #2 in years previous to 1978.
36-14
-------
UNITED STATES STEEL
Fair!ess Hills, Pennsylvania
EPA Region III
37-1
-------
Hi Vol Monitoring Sites in the Vicinity of United States Steel Corporation -- Fairless Hills, Pennsylvania
SAROAD 1
39120O114
312980003
391080102
391080012
10
20
Site Name and Address
Morrisville Filtration Plant
Hamilton Township*
Sewage Disposal Plant
Bristol
Borohall Pond 6 Mulberry
Bristol Copams for JR. H. S.
William McFalUnd School
87 CiDfawlcb St.
Bordentown
Johnstone Training Center
Fieldsboro
Plant Location from Site
Bearing Distance
157 8. 0
225 4. 6
057 11.3
O63 11.5
280° 3.33
314° 2.75
Elevation
Above Ground MSL Plant
7 10 4
1 11 3
7 17 11
1 11 6
IS 18 12
12 20 14
Site
Description
Roof mount
Ground level
Roof mount
Ground level
Rooftop
Rooftop
Nearest Roadway
Name Direction/Distance Volume
(m)
River Road NE 15 Heavy
Independence Ave N 45 Moderate
Mulberry Street NE 8 Moderate
Rockview Drive E 12 very light
Cronwlclcs Road 30 medium
duty
W. Burlington Street 61 medium
duty
X #1
#2
X #3
#4
#5
#6
* 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.
-------
TSP roses for U.S. Steel - Falrless Hills,
Pennsylvania, for the period 1978-1980 for
cases of «>0.85. Each circle represents
50
Wind Data Representativeness
Station # Terrain Distance Rating
5, 6
VG
N.B. See Table 5 1n Methodology section,
37-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel—Fairless Hills, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mom torn
#4
12
40
3
3
0
2
0
2
2
1
4
4
3
4
12
5
97
ig bite
#5
8
16
8
3
3
3
2
3
7
2
12
11
10
22
28
12
150
Numoers
#6
9
15
8
3
3
3
2
3
8
2
11
12
12
20
32
12
155
37-4
-------
TSP 12 I10NTH RUNNING GEOMETRIC MEANS (UG/HS*3> FOR U.S.S.C. - FAIRLESS HILLS, PA
350-
300 —
CO
•vj
i
en
s 15e—'
P
U
G
n
*
* 100—|
3
50 —
PRIIWRY
1973
1974
1975
1976
1977
J'T'i"*1
1978
LEGEND
SAROAD 10 SITE ID
+ 312980003 2
A 391080012 4
D 10 5
1979
1980
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/H«3) FOR U.S.S.C. - FAIRLESS HILLS, PA
CO
^•4
i
dbB —
300-
J. 150-
P
U
G
n
*
X 100-
3
50-
PRIflARY
Sf. CQNPARY . ,
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
"H"++-H-H-+^-
J A J 0
1980
LEGEND
SAROAD ID SITE ID
4- 30 6
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - FAIRLESS HILLS* PA
SAROAO STATION * 312980003 SITE -ID » 02
UMITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
* OF HEADINGS
50
55
56
10
GEOMETRIC
: 56.6 57.6 40.7 42.7 44.5 ****** ****** ****** ******
GEOMETRIC S.O.: -1.S 1.7 1.8 1.7 1.7 ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP:
313.0 263.9 241.5 208.5 226.8 ****** ****** ****** ******
IST HIGHEST:
DATE :
262.0 157.0 163.0 133.0 165.0 96.0 ****** ****** ******
720403 731025 741101 751120 760611 770212 ****** ****** ******
2MD HIGHEST:
DATE :
162.0 150.0 120.0 148.0 136.0 84.0 ****** ****** ******
720R25 730709 740429 751015 760418 770218 ****** ****** ******
« 0s"
EXCEEDING 250
« OF READINGS
EXCEEDING 150
RAM3"
0- 55:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
30
16
3
0
1
0
0
0
30
22
3
0
0
0
0
0
47
12
1
0
0
0
0
0
45
11
2
0
0
0
0
0
41
13
2
0
0
0
n
0
P
2
0
0
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
1
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
37-7
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - FAIRLESS HILLS* PA
SAROAD STATION # 391080012 SITE ID » 04
UNITS : MICROGRA*S/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
« OF READINGS *.
60
61
55
48
55
GEOMETRIC MEAN: ****** ****** ****** ****** 48.1 42.8 41.4 41.1 52.5
GEOMETRIC S.D.: ****** ****** ****** ****** 1.6 1.4 1.5 1.5
1.6
HIGHEST 3Y
LARSEN EXTRPt ****** ****** ****** ****** 184.2 125.7 141.8 139.3 207.3
IST HIGHEST:
DATE :
****** ****** ****** ****** 125.0 95.0 104.0 106.0 122.0
****** ****** ****** ****** 760611 771227 780824 791223 900807
2ND HIGHEST:
DATE :
****** ****** ****** ****** 94.0 88.0 95.0 94.0 122.0
****** ****** ****** ****** 760909 770419 780309 791018 800918
« OF READIM3S
EXCEEDING 2S3 !
# 0" HEADINGS
EXCEEDING 150 :
RAMGE
0- 65:
131-195:
196-260:
261-325:
391-455:
>455:
0
0
0
0
3
0
0
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
42
18
0
0
0
0
0
0
53
8
0
0
0
0
0
0
48
7
0
0
0
0
0
0
43
5
o
0
0
0
0
0
38
17
1
3
n
a
T
n
****** INDICATES MISSING OR IMSU^FICTENT DATA
37-8
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - FAIRLESS HILLS, PA
SAROAD STATION # 10 SITE ID * 05
UNITS I MICROGRAMS/M**3
1972
1973
1974
1975 1976 1977 1978 1979
1980
H OF READIES I
125 16S
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** 50*7 52.0
GEOMETRIC S*D*: ****** ****** ****** ****** ****** ****** ****** 1*6 1*6
HIGHEST BY
LARSEN EXTRP;
****** ****** ****** ****** ****** ****** ****** 203*2 191*9
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 13B.O 184*0
****** ****** ****** ****** ****** ****** ****** 790926 300523
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 113.0 173*9
****** ****** ****** ****** ****** ****** ****** 790322 300827
» Oe READINGS
EXCiEDIMS 260
» OF READINGS
EXCEEDING 150
RAN3E
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
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
n
0
0
0
0
0
0
0
0
89
35
1
0
0
0
0
n
119
45
2
0
T
n
n
o
****** IMDICATES MISSING OR INSUFFICIENT DATA
37-9
-------
YEA.R
TSP DATA SJMMARY FOR U.S.S.C. - FAIRLESS HTLLSt PA
SARDAD STATIOM » 20 SITE ID * 06
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979
1980
« 0' READIM3S :
127 179
GEOMETRIC IEAN: ****** ****** ****** ****** ****** ****** ****** 54.3 52.*
GEOMETRIC S.D.: ****** ****** ******
****** ****** ****** l»f> 1,6
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** ****** ****** ****** 22*.3 190.9
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 137.0 176.0
****** ****** ****** ****** ****** ****** ****** 790926 800523
2MD HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 127.0 173.0
****** ****** ****** ****** ****** ****** ****** 793515 300327
n 0* READINGS
EXCEEDIN3 250 :
n OF READINGS
EXCEEDING 150 :
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
Q
0
0
0
0
0
n
0
0
0
0
0
0
0
1
0
n
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
82
44
1
0
0
0
0
0
124
52
•^
a
0
0
n
0
****** INDICATES MISSING OR INSUFFICIENT DATA
37-10
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - FAIRLESS HILLS* PA
(All Cases > 260 pg/m3 for 1972-1980)
X=0.850
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:
AVF: TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW CCUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
312980003 391080015
2 4
w> = x
0
0.
'o
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.
u=x
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.
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.
5
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
Q.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
10
6
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.
20
u
-------
24-HP STANDARD EXCEEDANCF ROSE FTP
U.S.S.C. - FAIRLESS HILLS* PA
(All Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD « 312980003 351080012 10 20
SITE ID « 2 4 5 f
DIRECTION U>=X U=X U=X W=X U
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, FAIRLESS HILLS, PENNSYLVANIA
Stations used in update:
Continued operation: #4
New stations: #5, #6 (Both 1979)
Discontinued stations: #2 (1977)
Trends in geometric means:
Trends in TSP levels at stations #5 and #6, which are the only currently
existing stations shown to have substantial mill impact, cannot be
assessed due to the short period of record.
Attainment status:
All stations indicate attainment of the primary TSP standards.
Pollution roses:
Both stations #5 and #6 indicate impact of the mill.
Standard exceedance roses:
The two cases of secondary 24-hour standard exceedance both occurred on
the same days at both stations #5 and #6 with winds that would transport
emissions from the mill toward the stations.
37-13
-------
UNITED STATES STEEL
Homestead, Pennsylvania
Region III
38-1
-------
Hi-Vol Monitoring Sites - U. S.S.C., Homestead, PA
co
00
INi
SAROAD *
39886000 G01
39726001 2G01
397260004G01
397260022G01
Site Name
Swlssvale*
Hazelwood (old site)
Hazelwood and Second Ave.
Hazelwood (new site)
5O01 Second Avenue
Hazelwood 2
327 Hazelwood Avenue
(Gladstone High School)
Plant Location bom Site
Bearing Dlitance
(clockwise) (km)
Rest of Plant
257° Fr°m 1.1
To
170° 1. 1
45" Mill Scarfer, Open
Hearth
From
252° 2. 9
To
259° 2. 4
Rest of Plant
From
95° 5. 3
To
87° 4. 1
45" Mill Scatfer, Open
Hearth
From
97° 2. 4
To
87° 2. 9
45" Mill Scarfer, Open
Hearth
From
89° 2.4
To
79° 2. 9
Rest of Plant
From
90° 5. 2
To
81° . 4. 1
45" Mill Scarfer
100-105°
2.0-2.1 km
Rest of Plant
890 . 990
2.1 - 4.37
Elevation
Height of HI-Vol Elevation Dlff.
Inlet Above Ground Site -Plant
(m) (m)
8 43
10 9
4 6
4.5 291 73
Site
Description
Building roof
(gravel)
Building roof
(asphalt paper)
Trailer roof
(asphalt roof
with raised
metal grate)
Trailer roof
Nearest Roadway
Name Direction/Distance (m) Volumi
All traffic flow data are simulated counts.
Palmer St NE/8 Paved road
light traffic
Braddock NE/3O5 Paved road,
Ave. moderate
traffic, 5,786
vehicles/ day
MonongahelaSSW/122 Paved road,
Ave. moderate
traffic 6,907
vehicles/day
Hazelwood N/8 Paved road,
AV<=- light traffic
Second Ave W/3 Paved road,
moderate
traffic
Tecumseh SW/15 Paved road,
light traffic
Second Ave ENE/31 Paved road,
• moderate
traffic
Hazelwood Avenue 19
* Critical site.
-------
Wind Data Representativeness
Station # Terrain Distance Rating
J&L Steel
1, 3, 4
III
H
U
CO
00
co
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 in Methodology section.
U.S. STEEL
___ Defines river.valley
610 7T
TSP roses for U.S. Steel- Homestead, Pennsylvania for the period 1978-
1930 for cases of u>0.90. Each circle represents 50yg/m3.
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel--Homestead, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Mom ton r
#1
11
2
4
2
4
6
5
6
3
9
8
9
25
7
9
4
114
ig bite
#3
2
0
3
0
1
0
0
1
0
2
1
3
5
2
2
0
22
Numbers
#4
11
2
5
1
4
6
6
6
3
8
9
9
27
11
9
4
121
38-4
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/MXS3) FOR U.S.S.C. - HOMESTEAD. PA
250
200
CO
00
I
en
150
100
50
—
*•"
"
^
—
—
A&A
PRIMARY
SECWMX, . .
JnA"y "o1
kAA A** A*A*
j'TT 'A1
A
AAAAA
J A J 0
V
++%
i'TT'A1
x******
y^'Vi1
.+ +
0
oo00"
i"AMi"o'
v^x
}"A"y 'A1
++
*++
^v
j o J o
1973 1974 1975 1976 1977 1978 1979 1980
LEGEND
SAROAD ID SITE ID
398860001 1
397860012 2
397260004 3
-------
TSP 12 MONTH RUNNING GECH1ETRIC MEANS (UG/H«3) FOR U.S.S.C. - HOMESTEAD, PA
u>
CXI
£50 —
See-
s' 15C-
P
U
G
n
*
* 100-
3
-
-
5C-
PRIDARV
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-
J A J 0
1978
4-h+++++-»-
*++
J A J 0
1979
+^
^.
"H'++
44
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C- - HOMESTEAD* PA
SAROAD STATION * 398860001 SITE ID 0 01
UNITS t MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS :
111 116
99 110
9?
GEOMETRIC MEAN: ****** ******
154.7 117.9 127.5 135.1 110.0
GEOMETRIC S.D.J ****** ****** ****** 1.7 1.6 1.7 1.6 1.6
1.5
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ****** 759.8 488.6 614.4 532.0 413.8 265.1
IST HIGHEST:
DATE :
****** ****** ****** 423.0 397.0 463.0 584.0 284.0 200.0
****** ****** ****** 751117 760909 770311 781104 790322 801030
2MD HIGHEST:
DATE :
****** ****** ****** 380.0 347.0 401.0 367.0 280.0 198.0
****** ****** ****** 750723 761117 770212 780520 790313 30053P
» OP ^EADINIGS
EXCEEDING 253
» OF READINGS
EXCEEDING 150
15
48
33
11
40
12
39
30
RAMGE
0- 55:
56-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
3
0
0
0
0
0
0
0
3
D
0
0
0
0
0
0
0
0
0
6
25
97
11
6
8
1
0
11
50
33
10
5
1
1
0
11
55
25
14
5
3
2
1
5
40
33
9
9
3
0
0
13
53
30
12
2
0
0
0
24
57
9
2
0
0
1
n
****** INDICATES MISSING OR INSUCFICIENT DATA
38-7
-------
TS» DATA SUMMARY FOR U.S.S.C. - HOMESTEAD, PA
SAROAD STATION <* 397260012 SITE ID tt 02
UNITS t MICROGRAMS/M**3
YEAR 1972 1973 197* 1975 1976 1977 197R 1979 1980
n Op READINGS : 0 2*4 98 1R 1 0 0 0 n
GEOMETRIC MEAN: ****** 93.7 100.1 ****** ****** ****** ****** ****** ******
GEOMETRIC S.D.: ****** 1.5 1.5 ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEV EXTRP: ****** 3?2.6 336.5 ****** ****** ****** ****** ****** ******
IST HIGHEST: ****** 331.0 402.0 211.0 ****** ****** ****** ****** ******
D*TE : ****** 731023 7*0216 750^07 ****** ****** ****** ****** ******
2 N o HIGHEST: ****** 305.0 2 7 a. o 133.0 ****** ****** ****** ****** ******
DATE : ****** 7 3 f) 9 o 4 7*1110 750124 ****** ****** ****** ****** ******
n 0- READINGS
EXCEEDING 260 :3**000000
** 3r RF.ADINSS
EXCEEDING 150 : 0 29 15 2 0 P 0 0 1
RANG
0-
66-1
131-1
196-?
261-3
326-3
391-4
>4
E
65:
30:
95:
60:
?5:
90:
55:
55:
0
A
r
0
0
0
n
0
48
1*7
3<
9
3
1
0
It
U
1*
59
21
0
3
0
1
n
i
13
3
1
n
0
0
0
0
0
n
n
0
0
0
n
0
0
0
0
0
n
0
0
0
0
0
0
c
0
0
0
0
0
fl
0
0
a
0
0
****** INDICATES MISSING OR INSUFFICIENT 0 ATA
38-8
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - HOMESTEAD, PA
SAROAD STATION! * 397260004 SITE 10 » 03
UMITS t *!i:R03RAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
» Or READINGS
12
29
54
GEOMETRIC *IEAN: ****** ****** ****** ****** ****** ****** 100.8 ****** ******
GEOMETRIC S.D«! ****** ****** ****** ****** ****** *****i
1,5 ****** ******
HIGHEST 3Y
LARSEM EXTR3;
****** ****** ****** ****** ****** ****** 36D.fi ****** ******
IST HIGHEST:
DATE :
****** ****** 196.0 ****** ****** 116»0 215*0 ****** ******
****** ****** 740403 ****** ****** 771230 7B022R ****** ******
2ND HIGHEST:
DATE :
****** ****** 1RB»0 ****** ****** 114,0 210»0 ****** ******
****** ****** 740410 ****** ****** 771025 7R0429 ****** ******
» OF READINGS
EXCEEDING 260
» OF READINGS
EXCEEDING 150
12
RANGE
0- 65:
66-130:
131-195:
196-260:
251-325:
326-390:
391-455:
>455:
0
0
0
• o
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
n
0
0
0
7
22
0
0
0
0
0
0
in
26
16,
2
0
0
0
0
0
0
0
D
0
0
0
0
0
0
fl
^
0
0
n
q
****** INDICATES MISSING OR INSUFFICIENT DATA
38-9
-------
DATA SUMMARY FOR U.S.S.C. - HOMESTEAD* PA
SAHOA3 STATION tt 397260022 SITE ID 8 P4
UNITS : MICR03RAMS/M**3
YEAR 1972 1973 1=7* 1975 197$ 1977 1978 1379 19BO
» OP READIM3S : 0 0 0 0 0 0 9* 116 111
GEOMETRIC i"IEAN! ****** ****** ****** ****** ****** ****** 10?.4 9B.7 82*2
GEOMETRIC S • 3 • ! ****** ****** ****** ****** ****** ****** l.f, 1.5 !•%
HIGHEST BY
LARSEM EXTRP! ****** ****** ****** ****** ****** ****** 385.0 34S.5 22£i.£>
1ST HIGHEST! ****** ****** ****** ****** ****** ****** 343.0 2B5.0 182.0
QftTE ! ****** ****** ****** ****** ****** ****** 7 B11 0 4 793*?? Rf)07?T
2ND HIGHEST! ****** ****** ****** ****** ****** ****** 315.0 220.0 165.T
3ATE ! ****** ****** ****** ****** ****** ****** 7R09Q8 7=93'-»21 800623
» Or READIM3S
EXCEE1I.NG 2?iO 1000000410
« 0= REA3IN3?
EXCEED? 150 :Q0000021214
R A M S E
0- 65!
66-130!
131-195!
196-750!
2 6 1 - 3 ? 5 !
326-33Q:
391-45[i:
>455!
0
n
0
*J
0
n
n
0
n
0
0
0
0
3
3
n
3
0
0
n
0
0
0
0
n
n
0
n
0
0
0
0
0
0
0
n
n
n
0
0
0
0
p
n
0
n
0
0
a
15
5f>
20
1
3
1
0
0
20
f 9
23
?
1
f»
n
n
31
71
10
o
T
1
n
1
****** INDICATES 1ISSIMS OR I NJSUrF ICIENT DATA
38-10
-------
24-HR STANDARD EXCEECANCE ROSE FOR
U.S.S.C. - HOMESTEADt PA
(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:
FSE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
su COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
www COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
3988.60001 397260012 397260004
1
w>=x
0
0.
' 0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
?
293.
1
325.
1
275.
4
372.
0
0.
4
293.
0
0.
c
0.
c
0.
12
320.
VKX 1
0
0.
0
0.
0
0.
0
0.
1
284.
2
374.
1
280.
0
0.
7
311.
11
334.
4
313.
5
312.
1
355.
0
0.
3
340.
0
0.
35
324.
2
• > = 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 VJ>
0
0.
0
0.
0
0.
1
292.
1
402.
3
285.
1
331.
0
0.
0
0.
1
270.
0
0.
0
0.
0
0.
1
267.
0
0.
0
0.
8
302.
38-11
3
= 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.
397260022
4
VKX
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
VD = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0*
c
0.
0
0.
1
315.
0
0.
0
0.
c
0.
1
315.
VKX
0
0.
0
0.
0
0.
0
0.
0
0.
1
285.
1
291.
0
0.
1
290.
0
0.
0
0.
0
0.
0
0.
0
0.
1
343.
0
0.
4
302.
-------
24-HR STANDARD EXCEEDANCE ROSE FCR
U.T.S.C. - HOMESTEAD* PA
(All Cases > 150 yg/m3 for 1972-1980)
x=0.900
COUNT/AVERAGE TSF OF SECONDARY EXCEEDANCES
SAROAD « 398860001 397260012 397260004 397260022
SITE ID « 1 2 3 4
DIRECTION W>=X W=X U=X W=X W
-------
BAP MONTHLY ARITHMETIC MEANS
-------
J&L Steel
co
00
I
U.S. STEEL
blast
blast furnace
blasX
_
\
___ Defines river valle/
0
I
610 rr.
BaP roses for U.S. Steel - Homestead,
Pennsylvania for the period 1978-1980
for cases of u>o.80. Each circle repre-
sents 4 ng/m^.
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, HOMESTEAD, PENNSYLVANIA
Stations used in update:
Continued operation: #1
New stations: #3 (1977), #4 (1978)
Discontinued stations: #2 (1975), #3 (1978)
Trends in geometric means:
Stations #1 and #4 are the only stations with sufficiently long periods
of record such that trends can be assessed. Both sites demonstrate a
long-term downtrend (Spearman rank correlation coefficients of -0.62
and station #1 and -0.79 at station #4). However, most of the overall
downward movement of the TSP levels occurred from mid-1979 through 1980.
Attainment status:
Both stations #1 and #4 continued to indicate nonattainment of the
primary TSP standards through 1980.
Pollution roses:
The pollution rose for station #1 indicates substantial impact of the
blast furnaces, boilers, and sinter plant at the mill. Stations #3
and #4 indicate stronger impacts of the J & I Steel facility than of
the Homestead mill.
Standard exceedance roses:
Approximately 75 percent of the primary 24-hour standard exceedance
cases occurred with wind directions transporting mill emissions toward
station #1. Only one of the five cases recorded at station #4 can
possibly be directly linked with plant emission from Homestead.
BaP:
Station #4 is the nearest BaP sampling station to the Homestead Works;
but due to the nature of intervening terrain and the proximity of the
J&l coke ovens, it does not provide a good estimate of U.S. Steel impacts,
38-15
-------
UNITED STATES STEEL
Saxonburg, Pennsylvania
Region III
39-1
-------
PLANT HISTORY UPDATE - UNITED STATES STEEL - SAXONBURG, PENNSYLVANIA
No analysis of TSP data can be performed for the vicinity of the U.S.
Steel plant in Saxonburg, Pennsylvania. The nearest TSP monitor is 16 km
distant.
39-2
-------
Petrolia
•
391260501
A
U.S. STEEL - SAXONBURG
New Kensington
396520101
BUTLER COUNTY
ALLEGHENY COUNTY
kilometers
Location of TSP monitoring sites in the
vicinity of U0S. Steel - Saxonburg,
Pennsylvania
39-3
-------
UNITED STATES STEEL
Fairfleld, Alabama
Region IV
40-1
-------
HiVol Monitoring Slte« in the Vicinity of U. S. S. C. , Fairfield Works, Fairfleld, Alabama
SAROAD 1
011300003
011840002
010380011
01130O004
Reference #
1190
Reference #
1040
Reference #
1080
Reference #
1090
Site Name and Address
Fairfield *
Hueytown
West End
Fairfield #2
Midfield
Dolomite 1 1
Dolomite #2
Pleasant Grove 02
Plant Location from Site
Bearing Dl^anc.
Open hearth 253° 1. 7
Blast furn 270° 1. S
Coking 289° 1. 3
50° -53° 7. 5
Open hearth 259° 7.5
Blast furn 264° 7. 2
Coking 268° 6. 9
Open hearth 336° 2.8
Blast furn 345° 3. 2
Coking 351° 3. 6
Open hearth 328° 3. 0
Blast furn 333° 3. 4
Coking 345° 3. 7
41° -45° 4. 1
50°-53° 3. 6
Open hearth 88° 2.5
Blast furn 77° 2. 9
Coking 71° 3. 3
Elevation
Above Ground MSL Plant
(m) (m) (m)
4 174 0
1 165 -9
3 174 -0
unknown 159 -15
2 157 -17
unknown 157 -17
unknown 154 -20
1 220 46
Site
Description
Top of trailer
ground level
behind City Hall
Platform
between traffic
lues
Behind electric
substation
Top of fence
surrounding
swimming pool
Near Post Office
building
In church
cemetery
ground level
(near electric
substation)
Nearest Roadway
Name Distance/Direction Volume
Court B 30 W Light
Hueytown Rd. 75 SW Moderate
Steiner 2 NW G Moderate
SE
Woodward Rd 45 SE Heavy
Park driveway 25 W Light
Railroad tracks 6 E —
Pleasant Grove Rd
12 W Light
Valley Rd. 30 S Mod-Heavy
Valley Rd. 30 S Mod-heavy
2ndAve. 45 W Light
Pleasant Grove Rd.
45 SE Light
#1
#2
X #3
X #4
X #5
X #6
X #7
X #8
* Critical site
(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.
-------
HIVol Monitoring Sites in the Vicinity of U. S. S. C. , Fab-field Works, F airfield, Alabama (Continued)
O
I
co
X #9
* #10
X #11
SAROAD *
Reference #
1070
Reference *
1120
011300003
Site Name and Address
Pleasant Grove #1
F airfield #3
Bessemer
Plant location from Site
Bearing D^.nce
Open hearth 11S° 2. S
Blast furn 102° 2. 6
Coking 92° 2.9
Open hearth 32O° 0. 9
Blast rum 348° 1. 2
Coking 1° 1.6
9° -12° 9.3
Elevation (m)
Above Ground MSL Plant
1 221 47
1 171 -3
2 159 -IS
Site
Description
ground level
(on traffic Islanc
in intersection)
ground level
(Front yard of
house)
platform in
business district
Nearest Roadway
N«m« Distance /Direction Volume
(m)
Park Rd 2 • — light
Pleasant Grove Rd
2 Moderate
Autauga 10 SW Very light
Gasselli 10 NW Very light
railroad track! 3 SE —
18th Street 6 ME Ught-mod.
gravel drive 9 NW seldom used
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 In the Vicinity of U. S. S. C. , Enslcy Works
•fa.
O
#12
#13
X #14
X #15
X #16
X #17
X #18
X #19
X #20
SAROA'D »
010380021
010380020
Reference #
1140
Reference #
1150
Reference 0
1160
Reference #
1170
Reference H
1210
Reference #
1180
Reference #
1200
Site Nnme and Address
Ensley (Old Health Dept, )
Sherman Heights
ParkilUS
316 Albany Street
Park #6
Park #18
Burrell Street
McAlpin Park
McDonald Chapel
Sanford-Howze Park
Pratt City
Plant Location from Site
Bearing Distance
Open hearth270° 1. 2
Blast furn 343° 1. 0
Open hearth 182° 0.4
Blast furn 62° 1. 1
Open hearth 32° 3.9
Blast furn 43° S. 2
Open hearth 199° 1.2
Blast furn 118° 0.7
Open hearth 120° 0.5
Blast furn 65° 1. 5
Open hearth 248° 1.9
Blast furn 281° 0. 8
Open hearth 110° 2.6
Blast furn 90° 3. 4
Open hearth 213° 2.7
Blast furn 217° 1. S
Open hearth 21 3° 2.7
Blast furn 217° 1. 5
Elevation (m)
Above Ground MSL Plant
4 166 -17
4 195 12
unknown 195 12
1 189 6
unknown 189 6
2 159 -24
unknown 177 -6
4 159 -24
1 159 -24
Site
Description
Building roof
Building roof
Side of hill In
park
Ground level In
park
park
park near
fwimxnlng pool
unknown
Building roof
Ground level
Nearest Roadway
Name Direction/Distance Volume
(m)
19th Street SW 15 Light
School access unknown Very light
road
Albany Street S 50 Very light
Steelton St. NW 3 Light
Burrell St. NW — Light
Ave. F ESE 60 Moderate
unknown unknown
Ave. D E 30 Light
unknown unknown
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 Slte> In the Vicinity of U. S. S. C. , Wlnonah Plant
O
I
cn
#21
#23
SAROAD f
Reference 9
1220
010340001
011980001
Site Name and Address
Wlnonah
Bessemer
Ruby Hill Nuning Home
Winonch
Plant Location from Site
Bearing Distance
(km)
172°-2S3° 0. 3
54° 5.2
Sinter
2110-247°
0.81-1. 55 km
810-1910
0.1-0. 26 km
Elevation (m)
Above Ground MSL Plant
1 195 -12
2 159 -48
2.7 176 -31
Site
Description
Ground level
(front yard of
house)
platform in
business district
Monitoring
stand
Nearest Roadway
Name Direction/Distance Volume
(m)
Carol St. unknown Very light
Wlnonah Rd. S 30 Light-mod.
•
Railroad SE 3
18th St, NE 6 Light-mod.
gravel drive NW 9 seldom used
Unknown c 61 Unknown
-------
Wind Data Representativeness
Station # Terrain Distance Rating
1
I
12, 23
I
D
N.B. See Table 5 in Methodology section
km
TSP roses for U.S. Steel - Fairfield, Alabama,
for the period 1978-1980 for cases of co>0.85.
Each circle represents 50 ug/m3.
40-6
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel— Fa1rf1 eld, AL
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monltorln
#1
58
36
8
7
24
28
18
21
32
32
12
1
10
9
28
35
359
g bite
£12_
9
2
1
1
4
5
3
1
9
3
1
1
1
2
8
_6
57
Numoers
#23
2
4
0
0
1
1
1
1
1
1
0
0
1
1
2
_2
18
40-7
-------
TSP 13 MONTH RUNNING GEOMETRIC MEANS (UG/M«3) FOR U.S.S.C. - FAIRFIELD, AL
200 —
o
CO
T
S
P
u
G
/
n
t
*
3
150 —
100 -
50 —
PRinARV_
_ SKQMM8M
r'TT'
1973
A1
+-N-
-f
1974
J'TTT
197S
1976
1977
PTW
1978
DOOO
LEGEND
SAROAD ID SITE ID
11300003 1
103800B0 13
10380021 12
1979
1980
-------
TSP 12 nONTH RUNNING GEOMETRIC MEANS (UG/MXS3) FOR U.S.S.C. - FAIRFIELD, AL
O
vo
B00-
l 150-
S
P
U
G
n
*
* 100-
3
-
•
50—
0 —
PRIMARY
SKWPARt..
J A J 0
1973
J A J 0
1974
J A J 0
1975
r**H--t+.
J A J O
•* H W W
1976
A
A*
^A
A
A*
jj^.
.^^^•"^ffl 1
J" A in
n «i v
1977
i
. .-»•
"i+MTi^
JA f A
n w V
1978
• "A^
^Tj/
1979
^^.+4'+**"+*'
**H**
1980
LEGEND
SAROAD ID SITE ID
•+- 11840002 Z
A 1220 21
D 11980001 23
-------
TS" DATA SUMMARY CDP U.S.S.C. - FAIRFIELD* fit
SAROAD STATION V 01130000? SITE ID « 01
UNITS : M!CROSPAMS/M**3
YEAR 197? 1973 197* 1975 1976 1977 1978 1979 19SO
» 0" READIM3S : 25? 343 251 262 340 279 272 250 2R9
GEOMETRIC MEANl': 123.P 123.9 P7.5 71.0 7ft.7 74.9 78.1 66.ft 73.3
GEOMETRIC S.3.: 1.4 1.& 1.6 1.5 1.5 1.5 1.5 1.4 1.4
HIGHEST 3Y
LAPSEM EXTRP: 346.& 493.7 338.8 237.5 269.R 229.3 233.9 13?.1 212.a
IST HIGHEST: 347.0 434.0 244.0 229.0 200.0 209.0 242.0 142.0 216.0
DATE : 721201 730410 740627 750375 7*0915 770607 780701 7912C5 800409
2\'D HIGHEST: 273.0 3«4.o 241.0 1=14.0 i«5.o 202.0 ?o«.o 133.0 iB2.i
DATE : 72C624 730327 741'12& 7507^5 7«.Q22o 770319 780408 790?2R ?0122a
n 0= "EADIN3S
EXCEFDIV32SO: ?. 2f> 0 0 0 0 C 0 0
« Oc ^EADIMSS
IMG 150 : ^3 no 31 9 15 * ~> 0 6
" AM3
0-
66-1
131-1
196-2
261-3
326-3
391-4
>4
-
65:
•*
a
CJ
n
9
o:
5:
o:
5:
o:
13
11?
Ill
15
1
1
55: 1
=;
5:
0
30
160
96
M
21
4
1
0
65
137
4°
7
0
0
0
n
104
142
15
1
0
0
3
r>
117
17 =
tt 3
1
0
0
0
0
101
157
19
•?.
C
0
a
a
S3
170
17
?
0
C
0
0
124
13?
4
0
0
D
0
0
10*
17-}
1?
1
-
:
-
o
****** INDICATES M1SSIM3 OR INSUrFICIENT TATA
40-10
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - FAIRFJELDt AL
SAROAO STATION 455:
0
0
0
0
0
0
0
0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
0
0
18
11
1
0
0
0
o
0
*0
20
0
0
0
0
0
0
36
14
1
0
0
0
0
0
26
27
2
0
0
0
0
0
3*
21
0
0
0
0
rj
0
35
25
0
0
0
r»
o
0
****** INDICATES HISSING OR INSUFFICIENT DATA
40-11
-------
TS» DATA SUMMARY FOR U.S.S.C. - FAIRPIELD, AL
SAROfl!) STATION « C103R0021 SITE TD n 12
UMITS : MICR03RAMS/M**3
YEAR 157? 1973 1374 1975 197& 1977 1978 1979 1930
» OF READINGS : 0 0 32 235 2** 122 52 52 in
S
~>EOIETRI: MEAM: ****** ****** ****** 76.^ 7&>0 ****** 7B.7 7g,0 ******
GEOMETRIC S.D.: ****** ****** ****** 1.5 j . =; ****** 1>5 Ii5
HIGHEST 3Y
L A R s E M E x T R p : ****** ****** ****** 27o.9 235.1 ****** 237. p 2 B i . 2 ******
IST HIGHEST: ****** ****** i?i.c 215.0 iB9.o ?«,«.. o 1 = 2.0 i?3.o M?.T
DAT- : ****** ****** 741?06 751021 7SO&11 771210 780f08 793831 300215
?MD HIGHEST: ****** ****** 155.0 i9«.o 173.0 2&o.o 133.0 15*. o 125.1
DAT- : ****** ****** 74121B 750325 7^0809 770211 780*0? 791PC5 800227
» OF READINGS
EXCEEDING 2&0 : 0 0 0 0
» Oc READINGS
EXCEiDIMS 150 : 0 0 2 13
RANGE
o- £.5:
66-130:
131-195:
i^-2'o:
251-325:
326-390:
391-^5:
>*55:
0
n
0
c
0
a
r
n
0
0
9
a
n
0
3
0
13 83
15 132
* 18
n 2
0 0
P 0
o n
0 0
78 *2
1*5 67
21 10
1 2
T 1
0 n
0 0
C D
13
3*
t;
0
c
0
o
0
19
2*
=»
0
I)
0
0
0
0
5
1
1
T
?
"
0
****** IVOICATES MISSING OR I NSUCFICIEMT DATA
40-12
-------
YEA1*
TS? DATA SJMMA'iY FOR U.S.S.C. - FAIRFIELOt AL
SAROAD STATION! « 010380020 SITE! ID » 13
UNITS Z MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
« Or 3EADIMSS
31 169 234
96
GEOMETRIC MEAN: ****** ****** ****** 36.7 75.0 ****** ****** ****** ******
GEOMETRIC S.D.: ****** ****** ****** 2.0 1*8 ****** ****** ***
*** ******
HIGHEST 3Y
LARSEN EXT
>*** ****** ****** 677.? 391.2 ****** ****** **<
* * * *
IST HIGHEST:
DATE :
****** ****** 267.0 447.0 ^31.0 293.0 ****** ****** ******
****** ****** 741219 750423 760506 770321 ****** ****** ******
HIGHEST: ****** ****** 196.0 377.0 323.0 285.o ****** ****** ******
• * ****** ****** 741113 750P11 760305 770605 ****** ****** ******
« OP READINGS
EXCEEDING 260
n 0* READINGS
EXCEEDING 15D
1
5
12
40
RANGE
0- 65:
66-i?o:
131-195:
196-260:
261-325:
326-390:
391-455:
>*ss:
0
0
0
0
0
0
0
0
0
0
0
3
0
c
0
0
10
12
7
1
1
0
0
0
59
60
31
7
3
3
1
0
98
9R
25
3
4
1
0
0
33
50
9
2
->
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
n
n
****** IMDICATES MISSING OR INSUFFICIFNT DATA
40-13
-------
YEAR
TSP DATA SUGARY FOR U.S.S.C. - FAIRFIELO. AL
SAROAD STATION » 12?0 SITE ID « 21
UNITS : MICROGRAMS/M**3
1972 1973 197* 1975 1976 1977 1978 1979 1930
n OF READINGS :
77 177
GEOMETRIC MEANS ****** ****** ****** ****** ****** 131*3 ****** ****** ******
GEOMETRIC S*D*: ****** ****** ****** ****** ****** 2»1 ****** ****** ******
HIGHEST 3Y
LARSEN F.XTRP:
****** ****** ****** ****** ****** 1202*7 ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** 458*0 1664*0 ****** ****** ******
****** ****** ****** ****** 761220 770225 ****** ****** ******
2ND HIGHEST:
DATE :
****** ****** ****** ****** 435*0 1141*0 ****** ****** ******
****** ****** ****** ****** 7C.11Q9 779328 ****** ****** ******
« OP READINGS
EXCEEDING 260 :
« OF READINGS
EXCEEDING 150 :
12
33
RANGE
0- 65:
S5-150:
131-195:
196-2SOC
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
34
27
6
3
1
?
3
1
31
69
30
14
10
6
6
11
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0
c
0
0
0
D
****** INDICATES MISSING OR INSUFFICIENT DATA
40-14
-------
TSP DATA SUMMARY FOR U.S.S.C. - FAIRFIELD* AL
SAROflO STATION * 011980001 SITE ID » 23
UNITS t MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
» Oe READINGS : 00000000 42
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S.O.: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEVJ EXTRP: ****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST: ****** ****** ****** ****** ****** ****** ****** ****** 234*0
DATE : ****** ****** ****** ****** ****** ****** ****** ****** 9Q0421
2ND HIGHEST: ****** ****** ****** ****** ****** ****** ****** ****** 145.3
DATE : ****** ****** ****** ****** ****** ****** ****** ****** 4
« OF READINGS
EXCEEDING 260 tCOOOOo'oO
« OF READINGS
EXCEEDING 150 rOOOOOOO'o
RANGE
0- 65:
66-130:
151-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
rj
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ft
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
27
^
1
n
rj
0
n
****** INDICATES MISSING OR INSUFFICIENT DATA
40-15
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - FAIRFIELD, AL
(All Cases > 260 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSF 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:
SF COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsu COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
11300003
u> = x
0
c.
2
352.
0
0.
1
276.
0
0.
0
0.
3
293.
1
320.
0
0.
0
0.
0
0.
0
0.
1
434.
4
279.
1
264.
1
276.
14
305.
u = X
0
0.
0
c.
0
0.
0
0.
0
0.
1
293.
1
2S8.
3
306.
4
359.
1
299.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
10
323.
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.
c
0.
0
0.
0
0.
40-16
11840002
2
w=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
266.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
266.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
c.
0
0.
0
0.
0
0.
c
0.
c
0.
0
0.
0
0.
0
0.
0
0.
w = x
0
0.
0
p.
0
0.
0
0.
0
0.
c
0.
2
376.
2
732.
1
333.
•s
518.
5
504.
3
463.
0
0.
0
0.
0
0.
0
0.
22
505.
W = x
0
0.
0
0.
0
0.
0
0.
0
n.
0
0.
0
0.
0
0.
0
0.
D
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
w
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - FAIRFIELD* AL
(All Cases > 260 pg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGF TSF 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:
AVF TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVE TSP:
su COUNT:
AVE TSP:
usw COUNT:
AVF TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
lUflt
23
W> = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
c
0.
0
0.
0
c.
0
0.
0
0.
0
0.
0
n.
0
0.
0
n.
c
0.
n
n.
3001
u
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - FAIRFIEL0, AL
(All Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCFS
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:
su COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNU COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
11300003
:
w>=x
10
179.
7
228.
4
185.
4
204.
2
181.
1
156 .
5
248.
1
320.
0
0.
0
0.
0
0.
2
166.
C
vJ
238.
11
231.
6
184.
7
204.
65
209.
L
U = X
0
0.
0
0.
0
0.
1
160.
0
0.
4
196.
3
224.
6
264.
11
247.
7
191.
1
152.
0
0.
0
0.
1
152.
0
0.
1
186.
35
221.
U = x
0
0.
1
173.
0
0.
1
182.
0
0.
2
165.
1
160.
T
164.
2
155.
1
184.
0
0.
0
0.
0
0.
1
198.
0
0.
0
0.
12
169.
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.
1220
21
w=x
2
188.
0
0.
0
0.
0
0.
0
0.
2
208.
4
309.
7
350.
3
241.
12
439.
6
447.
4
397.
0
0.
0
0.
0
0.
1
229.
41
365.
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.
0028
w
-------
24-HR STANDARC EXCEEDANCE ROSE FOR
U.S.S.C. - FAIRFIELDt AL
(All Cases > 150 pg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD a
SITF ID a
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVF TSP:
ESF COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
su COUNT:
AVE TSP:
wsu COUNT:
AVE TSP:
u COUNT:
AVE TSP:
UNU COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVE TSP:
1198
23
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
n.
0001
w
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, FAIRFIELD, ALABAMA
Stations used in update:
Continued operation: #1, #2, #12
New stations: #23 (1980)
Discontinued stations: #13 (1977), #21 (1977)
Trends in geometric means:
Graphs of the 12-month running geometric means for stations #1, #2,
and #12 indicate only minor fluctuations from the stable values estab-
lished during 1976 and 1977. The Spearman correlation coefficient for
station #1 was -0.80, indicating a strongly negative trend; most of the
decline occurred in 1974 and 1975. Station #2, a background site whose
record started later, gave a Spearman correlation coefficient of 0.32,
indicating an overall slightly positive trend. Station #12 gave a
Spearman correlation coefficient of 0.07, indicating essentially no
trend during its record.
Attainment status:
Station #1 was in attainment of primary TSP standards in 1978; this
station met primary standards in 1979 and 1980. Station #2, a background
site, was in attainment of primary TSP standards throughout the period.
Station #12 was not in attainment of primary TSP standards in 1978 and
1979; 1980 saw insufficient data capture to estimate attainment status.
Stations #13, #21, and #23 registered insufficient data to estimate
attainment status.
Pollution roses:
The most frequent persistent winds in the area come from the north and
the south. Station #23 is situated to demonstrate the impact of
sintering; and station #12 was situated to demonstrate impact from the
blast furnace and, under less frequent persistent winds, the open
hearths at the Ensley Works. Station #1 must rely upon relatively
infrequent persistent winds to characterize the impact of the Fairfield
Works. Impacts for 1978-1980 are not substantially changed except that
the more distant station #23, which replaced #21 near the Winonah sinter
plant, indicates substantially less impact than the former station.
40-20
-------
Standard exceedance roses:
Stations #12 and #23 registered no excursions beyond the 24-hour primary
standard under persistent wind correlations in 1978-1980. Station #1
registered 14 primary excursions under persistent winds. Of these, six
involved wind directions that would bring in emissions from coking; and
three involved winds that would bring in emissions from the Ensley Works.
40-21
-------
UNITED STATES STEEL
Chicago, minois
EPA Region V
41-1
-------
Hi-Vol Monitoring Sites in the Vicinity of U.S. Steel Corporation - Chicago, Illinois
SAROAD *
141220016
141220017
141220030
141220031
141220032
141220034
141220038
Site Name and Address
Calumet High School
8131 S. May Avenue
Chicago Vocational School
2100 E. 87th Street
Anthony Elementary School
Addams Elementary School
10810 S. Avenue H
S. W ater Filtration Plant *
3300 E. Cheltenham.Place
68th CRIB *
(Lake Michigan)
Rosekind Pump Station
351 W. 104th Street
Plant Location from Site
Bearing Djs^nce
088°-10O° 9. 5-10.
063°-102° 3.0-3.5
0200-050° 4. 0-5. 0
355° -360 5. 8-3. 8
200°-166° 1.0-2.8
187°-182° 4.2-6.0
058° -070° 9.0-8.8
Elevation
Above Ground MSL Pl»nt
(m) (m) (m)
15 183 5
17 179 0
5 178 0
10 178 0
9 179 -1
15 176 -3
12 183 5
Site
Description
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Roof mount
Nearest Roadway
Name Direction/Distance Volume
May Avenue W 30 Moderate
81st Street N 75 Moderate
82nd Street S 75 Heavy
87th Street S 1 50 Moderate
Chappel Avenue W 120 Moderate
1-90 NE 120 Heavy
Torrence Ave. E 15 Heavy
108th Street N 45 Heavy
S. Avenue H W 30 Moderate
None Nearby — — —
None Nearby
104th Street N 15 Light
i
ro
X #1
#2
#3
X #4
#5
#6
X #7
* 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
2,3,5,6
VII
Comment: Monitor sites are affected
by lake breeze; meteorological station
is well inland; representativeness is
questionable.
N.B. See Table 5 in Methodology sec
U.S. STEEL
TSP roses for U.S. Steel - Chicago, Illinois,
for the period 1978-1980 for cases of u>o.90.
Each circle represents 50 ug/m3.
41-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel--Chicago, IL
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monlt
#2
8
5
6
7
1
2
2
3
32
16
10
3
15
1
8
1
120
oring S
#3
8
6
6
6
1
2
3
3
32
17
11
6
15
1
7
1
124
ite Numt
#5
6
5
4
5
1
1
1
2
29
16
8
6
12
3
4
1
104
>ers
#6
3
2
1
2
0
0
0
0
10
6
3
2
2
3
2
0
36
41-4
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS (UG/MW3) FOR U.S.S.C. -
CHICAGO, IL
250-
I
en
200-
T
S
P
u
G
n
x
X
3
150-
100-
50-
—
_
-
£t^"~
S£«*VOD
J'TT'A1
1973
l£+«+"*
•°°°a°°o0ODO
y'A'T'A1
1974
F$t-+t»Aa
+W
i'TTA1
1975
-A^
X*Ar TW O O Q
o o a
i'TT'A1
1976
+^>%
aa
VA"]"^
1977
k****A*****A
0+
i'T'V'A1
1978
A
•*-+-.» . . jl|t, i.-H-^+
»aooaoa
.00. - ...
.rry'o1
1979
^^^
oo oo
VTT'A1
1986
LEGEND
SAROAD ID SITE ID
141330917 8
14122*030 3
D 141220032 5
-------
TSP 13 MONTH RUNNING GEOMETRIC HEANS (UG/I1X*3> FOR U.S.S.C. -
CHICAGO. IL
en
300-
S 150~
P
u
G
n
*
* 100-
3
-
*•
50-
0 —
PRINARV
SKQMWRY
J A J 0
1973
J A j"o
1974
J A J 0
1975
J A J 0
1976
•f
+ ++
J A J 0
1977
"\
J A J 0
1978
J A J 0
1979
H-t-
i I I I I 1 1 I I I i
J A J 0
1980
LEGEND
SAROAD ID SITE ID
f 141320034 6
-------
TSP DATA SUMMARY PQR U.S.S.C- - CHICAGO* IL
SAROAD STATION » 141220017 SITE ID » 02
UNITS : «ICROv"RAs1S/M**3
YEAR 197? 1973 1974 1975 1976 1977 1978 1979 1980
» OF READINGS : 139 114 110 104 103 105 110 1C7 53
GEOMETRIC MEAN: 83.9 R1.9 91.1 75.5 79.3 74.5 76.8 79.6 86.T
GEOMETRIC S.D.: 1.7 1.7 1.6 1.6 1.7 1.7 1.7 1.6 1.5
HIGHEST BY
LARSEN EXTRP: 388.8 364.2 3P4.7 287.7 355.9 343.2 345.4 309.? 363.1
1ST HIGHEST! ?49.0 368.0 387.0 257.0 278.0 282.0 373.0 23?..0 299.0
DATE : 720518 730713 740426 750214 760611 770128 780321 791930 800221
2ND HIGHEST: 244.0 ?P2.0 338.0 246.0 251.0 281.0 190.0 19?..0 211.0
DATE : 720523 730615 741201 750424 7*1015 770522 780«15 790912 800813
8 OF READINGS
EXCEEDING 2SO: 0 ? 3 0 1 2 1 0 1
» OF READINGS
EXCEEDING 150 : 14 11 18 6 7 9 8 9 <=,
RANGE
0- S5:
S6-130:
131-1="?:
196-263:
261-325:
326-391:
391-455:
>455:
42
75
1*
8
r
*
C
0
f)
36
55
?0
1
1
J.
n
o
28
55
21
3
1
?
0
0
40
o5
7
2
0
0
p
n
M
54
1 2
2
1
i
0
n
43
48
11
1
2
0
0
n
43
52
14
0
0
1
0
n
35
57
14
1
0
0
0
0
13
3D
R
1
1
n
0
1
****** INDICATES MISSINiG OR INSUFFICIENT DATA
41-7
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - CHICAGD, I'_
SAROAD STATION » 141220030 SITF ID » 03
UNITS '. MICROGRAKS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
Oc READINGS : 134
96
114 109 109
105
55
GEOMETRIC MEAN! 96.6
94.6 85.7 90.4 87.6 87.6 95.7 95.5
GEOMETRIC S.D.
1.6 1.6
1.6
1.5 1.5 1.6 1.6 1.6 1.8
HIGHEST 3Y
LARSEM EXTRP:
420.7 364.B 405.4 281.5 314.5 377.9 368.8 390.0 514.2
IST HIGHEST:
DATE :
404." 293.0 320.0 203.C 274.0 313.0 273.0 354.0 514.0
720525 730907 740420 750319 761015 770522 78010? 791030 P00116
2MD HIGHEST:
HATE :
322.0 292.0 ?50.0 197.0 ?D2.0 248.0 230.0 333.0 226.3
720523 73121? 74062R 750316 760325 770531 7«0526 790322 «00702
« Or READINGS
EXCEEDING 25T :
« OF READINGS
EXCEEDING 150 :
15
18
15
17
13
19
RAMGE
0- 65:
66-130!
131-195:
196-260:
2&1-325:
326-390:
391-455:
>455:
33
69
25
T
4
0
1
0
19
55
13
4
2
0
0
0
24
42
27
?
1
0
0
0
17
55
8
2
0
0
0
0
32
59
22
1
1
0
0
o
33
54
14
7
1
0
0
0
33
55
15
5
1
0
0
C
24
54
20
4
1
j>
0
0
12
26
13
3
0
n
0
1
****** INDICATES MISSING OR INSUFFICIENT DATA
41-8
-------
TSP DATA SJMMARY POR U.S.S.C. - CHICAGO* IL
SAROAD STATION » 141220032 SITE ID » 05
UNITS : MICROGRA*S/M**3
YEAR 197? 1973 1974 1975 1976 1977 1978 1979 1980
n 0^ 3EADIN3S : 13" 94 86 98 107 92 105 95 49
GEOMETRIC «EAN: 66.6 (-7.9 S7.9 66.S 67.1 78.1 61.2 72.3 72.9
GEOMETRIC S.D.: 1.9 1.7 ?.0 1.7 1.9 1.9 1.9 1.7 1.7
HIGHEST 3Y
LAPSENEXTRD: 4 s 2.4 305.2 552.3 3 ? i. 5 4 2 s. 2 50R.4 403.0 35^.7 334.5
IST HIGHEST: ?^7.o 336.o ssi.o 175.0 ??7.o 405.0 190.0 199.0 i98.n
DATE : 720116 730131 7401.17 750503 761015 770603 780815 790912 800310
2ND HIGHEST: ?3&.0 205.0 246.0 175.0 232.0 319.0 187.0 17B.O 178.0
DATE : 721010 73?718 74C420 750725 760919 770522 78052£ 790??7 ^OOllS
« 0^ READIN3S
EXCEEDING 2fO : 1 1 1 0 0 3 0 0 0
« OF READIM3S
EXCEEDING 150 ! 8494 10 14 57*
RAMG:
0- 65:
66-130!
131-195:
196-2SO:
261-3?5t
3P6-390:
391-455:
>*55:
54
7?
11
1
i
U
n
0
44
42
6
1
0
1
0
1
34
41
Q
2
0
1
0
0
42
49
7
0
0
0
0
0
48
44
1 1
4
o
n
n
0
37
37
Q
7
2
0
1
0
51
41
1?
0
n
0
0
0
38
42
1 »
1
a
0
o
0
20
??
+
3
1
0
i
r>
•\
•* INDICATES "TSSINO 0" IVSU^F ICIENT DATA
41-9
-------
TSP DATA SUMMARY FOR U.S.S.C. - CHICAGO* IL
SAR3AD STATION « 141220034 SITE ID » 06
UNITS *. «I
YEAR
1972 1973 1974 197^ 1976 1977 197fi 1979 1980
« OF READINGS :
39
33
62
67
53
GEOMETRIC MEAN: ****** ****** ****** ****** ****** so.? ****** ss.i ******
GEOMETRIC S•D• ! ****** ****** ******
2.0 ****** 1*6 ******
HIGHEST 3Y
LARSEM "
****** ****** ****** ****** ****** 373*2 ****** 237•8 ******
IST HIGHEST:
DATE :
****** 152.0 170.0 141.0 236.0 152.0 187.0 141.0 ******
****** 730718 740426 750801 760415 770516 7*3405 790912 ******
HIGHEST: ****** iso.o 151.0 134.0 191.0 148.0 88.o i3«.o ******
DATE! : ****** 730706 740604 7S070? 761015 770519 781719 790927 ******
« OF READIMGS
EXCEEDING 260
U Or READINGS
EXCEEDIN3 153
RANGE
0- 65:
66-130:
131-135:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
11
20
2
0
0
0
0
0
24
12
3
0
0
0
0
0
22
9
2
0
0
(1
0
0
36
24
1
1
0
0
0
0
43
19
5
0
0
0
0
0
16
7
1
0
0
0
0
0
34
22
?
0
0
0
0
0
0
o
9
T
T
pt
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
41-10
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - CHICAGOt IL
(All Cases > 260 yg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF PRIMARY EXCEEBANCES
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:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE" TSP:
141220017
2
u> = x
0
0.
1
33fl.
0
0.
1
299.
0
0.
0
0.
0
0.
1
2R2.
0
0.
2
325.
0
0.
0
0.
2
328.
0
0.
0
G.
0
0.
7
31P.
U = X
0
0.
0
0.
0
0.
0
0.
0
0.
1
354.
0
0.
1
320.
0
0.
1
313.
0
0.
1
273.
1
274.
0
0.
0
0.
0
0.
5
307.
U=X U=X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
336.
1
269.
0
0.
1
319.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
3
30P.
0
0.
0
0.
0
0.
0
0.
2
393.
0
0.
0
0.
n
0.
0
0.
0
0.
0
0.
o
0.
0
0.
0
0.
0
0.
0
0.
?
393.
0
0.
0
0.
0
0.
0
0.
0
0.
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 FXCEFPANCE ROSE FCR
U.S.S.C. - CHICAGO, IL
(All Cases > 150 pg/m3 for 1972-1980)
X=0.900
COUNT/AVEPAGF TSF OF SECONDARY EXCEEDANCES
SAROAD n 141220017 14122C03C 141220032 141220034
SITE ID « 2 3 5 k
DIRECTION W>=X W=X W=X U=X W
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, CHICAGO, ILLINOIS
Stations used in update:
Continued operation: #2, #3, #5
New stations: None
Discontinued stations: #6 (1980)
Trends in geometric means:
The 12-month running geometric means for stations #2 and #3 continued
behaving essentially in phase, with values at station #3 constantly above
those for #2. Geometric means for station #5 were consistently lower than
those for stations #2 and #3, despite the closeness of station #5 to the
mill. All three stations showed generally decreasing geometric means from
mid-1977 to mid-1978, and increasing geometric means for mid-1978 through
1980. Overall trends for stations #2 and #3 showed essentially no trend
(Spearman correlation coefficients of -0.09 and 0.07, respectively).
Station #5 showed a slight positive overall trend (Spearman correlation
coefficient of 0.41). Data recovery for station #6 was too sporadic to
develop any pattern.
Attainment status:
Stations #2, #3, and #5 were not in attainment of primary TSP standards
for 1978-1980. Station #6 was in attainment for 1979; data recovery in
1978 was insufficient for estimating attainment status.
Pollution roses:
The most frequently occurring persistent winds are from the southwesterly
quadrant. Station #6 (and to a lesser degree #5) is situated to take
advantage of this. Stations #2 and #3 need to rely upon less frequent
easterly and north-easterly winds to demonstrate impact.
The pollution roses for stations #2 and #3 indicate a strong regional
impact from the east-southeast, the general direction of the mills in
East Chicago and Gary, Indiana. This impact appears to be greater than
that of sources in Chicago. This regional effect is suppressed at
station #5 and does not appear at all at station #6. Station #6 contin-
ually did not have any TSP observations under these wind conditions; the
extra travel over water needed for impact at station #5 is the most
likely cause of regional suppression there.
41-13
-------
Stations #5 and #6 displayed highest TSP concentrations under winds
that would bring in U.S. Steel emissions. Stations #2 and #3 showed high
values in plant directions, but the values were not as great as the loadings
associated with transport from more distant sources.
Standard exceedance roses:
Station #6 registered no excursions past the 24-hour primary standard.
Station #2 registered seven primary excursions under persistent winds;
three of these would have brought in U.S. Steel emissions. Station #3
registered five primary excursions under persistent winds; none involved
wind directions containing U.S. Steel. Station #5 registered three
primary excursions under persistent winds, all of which would involve
plant emissions. The regional loading from the southeast complicates
plant impact analysis for stations #2 and #5.
41-14
-------
UNITED STATES STEEL
Cleveland, Ohio
EPA Region V
42-1
-------
Hi Vol Monitoring Sites in the Vicinity of United States Steel Corporation - Cleveland, Ohio
X #1
X #2
PO
X #4
X #5
X #7
SAROAD 1
36-1300-008-
H01
36-1300-012-
1101
36-1300-013-
H01
36-1300-017-
H01
36-1300-027-
H01
36-1300-033-
H01
36-1300-038-
H01
Site Name and Address
Fire Station / 13
4749 Broadway Avenue
Cleveland, Ohio
Fire Station '/19
132! East 55th Street
Cleveland, Ohio
Air Pollution Control Lab
2785 Broadway Avenue
Cleveland, Ohio
Fire Station #29
1314 East 105th Street
Cleveland, Ohio
Paul L Dunbar School
2200 iVi.t 28'h Street
Cleveland, Ohio
St Vincent Municipal
Parking Lot
East 22nd Street and
Woodland Avenue
Cleveland, Ohio
St Theodosius Church
2547 St. Tikhon Ave
Cleveland, Ohio
Plant Location from Site
Bearing ^(|^««
312° 2.2
210° 4.6
318° 0.6
235° 6.4
72° 2. 5
191° 0.8
163 1.15
Elevation (meters)
Above Ground MSL Plant
12 221 44
12 203 26
6 186 9
1 2 207. 5 3 1
7.5 215,5 39
2.5 209 32
4.5 210 33.5
Site
Description
Rooftop
Urban
Commercial
Industrial
Rooftop
Urban
Commercial
Residential
Rooftop
Industrial
Rooftop
Urban
Rcsidenti.il
Rooftop
Urban
Residential
F.levated Plat-
form, Urb.m
Parking Lot
Rooftop
Urban
Residential
Nearest Roadway
Name Direction/Distance Volume
Broadway Ave SW 9 meters 2 lane
moderate
to he ivy
St Clair S 30 meters 4 l.inc
modei ate
to heavy
F 55th Street VV 21 meters 4 lane
moderate
to heavy
Broadway Ave SOW 2 lane
30 meters moderate
to heavy,
local truck
traffic
Railroad N 152 meters 2 tracks
Superior Ave N 15 meters 4 lane
moderate
F, 105th St E 24 meter-: 2 lane
light to
moderate
Railroad SE 0. 35Km multiple
tracks
Woodl md S 122 meters 4 lane heavy
I 7<> (. 90 Wl.N
244 meters 4 to 6 lanes
heavy traffic
No m.i|or ne irhy ro idw ays. A t.iller building
lim:ts Hi vM samplei's exposure to th? north.
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.
-------
LAKE ERIE
Cleveland
Hopkins
Airport - 17 km
-Pa
ro
Wind Data Representativeness
Station # Terrain Distance Rating
3, 6
VII
U
Comment: Lake breezes influence
monitor sites more than the
meteorological station, so the
meteorology may often be
unrepresentative.
N.B. See Table 5 in Methodology section.
TSP roses for U.S. Steel - Cleveland, Ohio,
for the period 1978-1980 for cases of w>o.85.
Each circle represents 50
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel--Cleveland, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitoring
#3
4
4
1
2
1
1
2
9
18
15
21
9
5
3
3
5
103
Site Numbers
#6
36
28
13
4
6
5
7
30
95
77
73
51
45
16
6
16
508
42-4
-------
TSP 13 MONTH RUNNING GEOMETRIC MEANS CUG/flXO) FOR U.S.S.C. - CLEUELAND, OH
ro
i
en
S
P
U
G
c^v
200 —
-
—
150 —
_
100 —
-
—
50 —
0
+
++ + +**
&
A A
*A
PRIMARY
SfCQMpARY
j1 A1']"©1
1973
\ V
, A
31 'A' T o1
1974
+ +
-f-
+
^ AA
A*A
A
yT'y 'i1
1975
-^•"r
A
V
J'TT'A1
1976
T"*. i
•*• +*\. .
AAAAA A
**AA
y 'AMy 'i1
1977
-N-
"+ + , +-H-+
' +
^AAA
AA
y 'A"y 'i1
1978
-f-T"^.. + .
*^-T * ^ 't -^-
^^AAA'
i"Any 'i1
1979
++++++^v
A*AA—V
J'T'l11*1
1984
LEGEND
SAROAD ID SITE ID
+ 361300013 3
A 361300033 6
-------
TSP DATA SUMMARY FOR U.S.S.C. - CLEVELAND* OH
SAROAO STATION » 361300013 SITE ID » 03
UNITS : MICROGPAMS/M**3
YEAR 197? 1973 1^74 1975 1976 1977 1978 1979 1980
« OF READINGS : 7^ 75 7? 67 179 85 64 64 61
GEOMETRIC MEAN: 169.9 157.1 174.9 148.8 147.2 135.9 139.6 145.0 148.3
GEOMETRIC S.D.: 1.7 1.8 1.8 1.7 1.7 1.7 1.9 1.7 1.6
HIGHEST 3Y
LARSEN EXTRD: P.54.0 900.7 945.7 691.3 668.4 677.5 964.1 663.1 517.9
IST HIGHEST: 407.0 592.0 534.0 ?s?.c 6is.o 650.0 473.0 35?.o 694.0
HATE : 720506 73T415 74n529 751208 760322 770531 780526 790918 801024
2ND HIGHEST: 353.^ 353.0 509.0 340.0 7i79.0 350.0 384.0 352.0 347.0
DATE : 720527 730925 740606 750617 760608 770823 781011 790S20 800110
n Or READIM3S
EXCEEDINS 253 : 19 1°, 19 11 25 8 11 9 5
tt OF READINI3S
EXCEEDIN3 150 : 50 44 46 34 90 35 34 33 31
RAM3E
o- ss:
66-130:
131-195:
196-2&C:
261-325:
326-39Q:
391-455:
>455:
6
IP
2?
16
15
T
1
0
5
21
19
13
15
•>
0
1
4
IP
in
21
11
5
1
?
5
22
17
\2
1
4
0
0
11
62
4=)
34
16
6
r
i
9
34
15
19
3
4
0
1
7
19
13
14
6
4
0
1
3
?5
16
11
4
5
n
0
4
1=?
22
11
3
1
3
1
****** INDICATES MISSING OP INSIFF 1C T Fr^T OATS
42-6
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - CLEVELAND* OH
SAROAD STATION * 361300033 SITE 10 # 06
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
0" READINGS
64
77
325 329
GEOMETRIC MEAN: 140.5 150.8 149.4 ****** 126.5 127.2 107.3 104.0 104.?
GEOMETRIC S.D.: 1.9 1.8 1.8 ****** 1.7 1.6 1.8 1.7 1.6
HIGHEST 3Y
LARSF.N EXTRP:
880.4 805.0 872.8 ****** 562.8 462.6 569.8- 497.S 425.4
IST HIGHEST:
DATE :
432.0 554.0 497.0 456.0 330.0 368.0 355.0 289.0 283.0
720629 730419 74P123 750317 76C825 770531 780527 790425 800423
2ND HIGHEST:
DATE :
386.0 3^0.0 3R9.0 393.0 50«i.O 284.0 344.0 273.0 274.0
720810 730718 740flO ?50717 760215 771115 780310 790424 800530
n Oc READINGS
EXCEEDING 260 :
« 0F READINGS
EXCEEDING 150 :
38
11
40
16
16
40
20
101
89
85
RANG"
0- 55:
«-no:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
7
18
17
14
*
1
1
0
5
24
20
17
6
4
0
1
5
24
14
8
11
4
0
1
5
17
7
Q
1
0
1
1
13
30
31
11
5
1
0
0
3
23
25
7
2
1
0
n
58
129
95
36
5
9
0
0
70
124
103
30
2
0
0
0
60
16S
99
?<,
*
0
0
0
****** INDICATES MISSING OR INSUFFICIENT DATA
42-7
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - CLEVELANDt OH
(All Cases > 260 pg/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:
AVF TSP:
ssu COUNT:
AVE TSP:
su COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
36130
3
u> = x
0
0.
1
305.
1
277.
0
0.
0
0.
2
301.
1
303.
14
340.
15
335.
16
304.
f
315.
0
0.
1
271.
P
0.
0
0.
0
0.
59
321.
0013
W = X
0
0.
0
0.
0
0.
0
0.
0
G.
0
0.
0
0.
3
367.
*
290.
5
320.
4
?06.
0
0.
0
n.
0
0.
0
0.
0
0.
20
312.
0033
W
-------
24-HR STANDARD EXCEEDANCE RCSE FOR
U.S.S.C. - CLEVELANP* OH
(All Cases > 150 yg/nv* for 1972-1980)
X=O.R50
COUNT/AVERAGE TSF OF SECONDARY EXCEEDANCES
SAROAD fl
SITE ID «
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVF TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVF TSP:
SSE COUNT:
AVF TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVF TSP:
su COUNT:
AVE TSP:
wsw COUNT:
AVF TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVF TSP:
36130
u> = x
2
173.
4
21?.
2
21P.
1
155.
1
191.
2
301.
3
250.
22
293.
37
261.
46
246.
35
2?f .
13
195.
22*.
5
172.
0
0.
1
168.
17R
0013
W = X
6
179.
11
186.
6
0
0.
2
190.
1
240.
165.
17
219.
53
207.
210.
39
199.
14
177.
5
196.
3
197.
0
0.
3
175.
214
202.
0033
u
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, CLEVELAND, OHIO
Stations used in update:
Continued operation: #3, #6
New stations: None
Discontinued stations: None
Trends in geometric means:
The 12-month running geometric means for station #3 displayed substantial
growth between mid-1978 and mid-1980. Geometric means for station #6
showed a very large drop at the beginning of 1978; another smaller
decline occurred in the latter part of 1978.
Station #3 generated a Spearman correlation coefficient of -0.45, indicat-
ing a slightly negative overall trend. For station #6, the Spearman cor-
relation coefficient of -0.88 indicates a strongly negative overall trend.
Attainment status:
Stations #3 and #6 were not in attainment of primary TSP standards 1978-1980.
Pollution roses:
The most frequent persistent winds in this area are from the south-
westerly quadrant. Station #6 is situated to take advantage of
persistent winds in depicting impact of U.S. Steel emissions. However,
only a moderate impact is demonstrated, since the mill was closed during
most of the period on which the roses are based. When the pollution roses
for stations #3 and #6 are viewed together, the apparent impact of the
U.S. Steel facility is much less than that of Republic to the south.
Standard exceedance roses:
Station #3 registered 59 excursions beyond the 24-hour primary standard
under persistent winds, none of which involved winds that would bring in
U.S. Steel emissions. Station #6 registered 20 primary excursions under
persistent winds, 17 of which involved winds that would bring in U.S. Steel
emissions. The remaining three episodes at station #6 involved winds that
would bring in emissions from U.S. Steel and Republic.
42-10
-------
UNITED STATES STEEL
Gary, Indiana
EPA Region V
43-1
-------
Hi-Vol Monitoring Sites - U.S. Steel, Gary, Indiana
SAROAD #
151520001
1S1S20002
151520003
151S200O5
151S20008
Name and A ddress
Air Pollution Control Office
3600 W. 3rd Avenue
Gary Municipal Airport *
Ivanhoe School
IStJi and Gerry St.
Wirt High School
210 N. Grand Blvd.
Kuny School
5050 Vermont St.
Distance
Bearing (Km)
BFs and BOFs
78° 5.0
Sintering
80° 5.7
Coke Ovens
87° 6.5
BFs and BOFs
95° 6.8
Sintering
94° 7.8
Coke Ovens
100° 8.0
BFs and BOFs
66° 7.0
Sintering
69° 7.8
Coke Ovens
75° 8.3
BFs and BOFs
275" S.5
Sintering
277° 5.0
Coke Ovens
270° 4.2
BFs and BOFs
0° 10.0
Sintering
4° 10.0
Coke Ovens
8° 9.3
Meters Meters
Above MSL Above
Ground (M) Plant
12 186 ?
5 183 0
5 186 3
12 186 3
7 200 IS
Site De«cripHon
Building roof
Building roof
Building roof
Building roof
Building roof
Nearest Road
Distance
Ni'me Direction (M) Volume
3rdA\enue N 9 2-lane dirt, moderate
U.S. 12 NE 275 2-lane, heavy
15th i S iso 2-lane, moderate
Editon St. E ISO 2-lane, moderate
rani Blvd. E 30 2-lane, moderate
Vermont E 15 2-lane, light
-pi
GO
I
ro
X #1
X #3
X#5
*Critical Sites
(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 Sitei- U.S. Steel, Gary, Indiana (Continued)
SAROAD*
151520011
151520014
151520016
151780004
Name and Address
Toll Road East *
2100 E. 15th Ave.
Douglas School
2700 Jackson St.
Federal Building *
610 Connecticut St.
Purdue
2233 171st St.
Dlttance
Bearing (Km)
BFs and BOFs
324a 4.0
Sintering
336° 3.5
Coke Ovens
345° 2.6
BFs and BOFs
10° 5.3
Sintering
20° 5.6
Coke Ovens
30° 5.3
BFs and BOFs
10° 1.5
Sintering
36° 1.9
Coke Ovens
67° 2.0
BFs and BOFs
75° 12.5
Sintering
78° 13.3
Coke Ovens
80° 13.7
Meters Meten
Above MSI Above
Ground (ft) Plant
4 189 6
9 186 3
17 186 3
9 187 5
Site Description
Building roof
Building roof
Building roof
Building roof
Nearest Road
Distance
Name Direction (ft) Volume
1-90 W 90 4-lane, heavy
Jackson St. E 25 2-lane, light
27th Ave. N 35 2-lanc, light
Connecticut St. W 10 2-lane, heavy
Woodmar Ave. W 75 2-lane, moderate
171st St. S 45 2-lane, moderate
X #7
CO
CO
X #9
*Critical Sites
(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 - I.S. Steel, Gary, Indiana (Concluded)
S A ROAD 0
151780006
153420007
120
130
140
Name and A ddress
Hessville Fire Station
3323 165th St.
Maintenance Building,
Ogden Dunes
Gate City Steel property*
State of Indiana property*
Navy/Marine Reserve Facility*
Lake Street
Gary, Indiana
Distance
Bearing (Km)
BFs and BOFs
80° 10.0
Sintering,
80 ° 10. 8
Coke Ovens
84° 11.4
BFs and BOFs
268° 11.8
Sintering
268 ° 10. 8
Coke Ovens
264° 10.3
Sintering;
350 0. 9
Coke Ovens
59° 0. 6
BFs and BOFs
318" 1.16
Coke Ovens
6° 0.9
Sintering
340° 1.58
BFs and BOFs
321° 1.46
254 Coking
254 3.84
Sintering
266 4.28
BFs and BOFs
265U 4.95
Meters Meters
Above MS Above
Ground (ft' Plant
S 184 2
6 189 6
2.3 182 0
2.3 182 0
4.5 179 -3
Site Description
Building roof
Building roof
Monitoring bench
Monitoring bench
Rooftop
Neatest Road
Distance
Name Direction (ft) Volume
165th St. S 30 2-lane, moderate
Paved road E 45 2-lane, light
Tennessee St. W 147
31
Indiana Toll Rd. N 30
Lake Street E
Paved
Parking lot N 5. 9
Paved
Parking lot S 1.2
X #10
x #11
#12
CO
i
#13
#14
* 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.
-------
Wind Data Representativeness
Station # Terrain Distance Rating
4,14
VI
U
2,6,8,12,13 VI
U
Comment: In spite of the distance to
the meteorological site (13-19 km), the
relation to the lake and the lake breeze
is sufficiently similar that the
meteorology is probably representative.
N.B. See Table 5 in Methodology section.
TSP roses for U.S. Steel - Gary, Indiana, for
the period 1978-1980 for cases of
Each circle represents 50
-------
CO
I
CTv
TSP roses for U.S. Steel-Gary, Indiana, for
the period 1978-1980 for cases of u»0.90.
Each circle represents 50 yg/m3.
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel—Gary, IN
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
NSW
W
WNW
NW
NNW
Total
Monitoring Site Numbers
#2
3
2
2
1
0
1
1
2
13
6
6
3
6
1
3
_!_
51
#4
4
2
4
2
0
1
2
2
15
8
4
2
7
1
2
1
57
#6
3
2
2
1
0
0
1
1
9
3
4
1
6
1
3
1
38
#8
16
22
22
15
5
7
6
13
80
45
25
16
34
19
16
7
348
#12
3
3
5
3
1
1
0
3
15
9
2
2
3
5
5
3
63
#13
3
2
6
4
2
1
0
2
15
6
2
2
3
4
5
3
60
#14
0
0
1
1
1
0
0
1
11
4
1
2
1
5
5
2
35
43-7
-------
TSP 12 MONTH RUNNING GEOMETRIC CIEANS FOR U.S.S.C. - GARY, IN
CJ
00
250-
200
S
P
U
G
n
*
150
100
50—i
PRII?QRY4
1973
MI mum
J A J 0
1974
4- -H-+
a.,
1975
1976
1977
1978
1979
MI nmii i
J A J 0
1980
LEGEND
SAROAD ID SITE ID
+ 151520002 2
A 151520005 4
D 151520011 6
-------
TSP 12 (10NTH RUNNING GEOflETRIC flEANS (UG/«»*3) FOR U.S.S.C. - GARY, IN
CO
i
C9O
s I5e~
p
u
G
/
n
* lec-
3
•
•
se-
PRIFIARV
SKQNM*Y
J A J 0
1973
J A J 0
1974
J A J 0
1975
+
•H-*1"
•*•'*'
J A J 0
1976
++•*•
» +
+ ^
+
***
J A J 0
1977
+++**
+++
*»•*
J A J 0
1978
• + +'
+ +++++++ +
1 1 1 i i 1 1 1 1 1 1
J A J 0
1979
AA
AA &A
g
O0
a
1 I 1 I I 1 1 I 1 I I
J A J 0
1980
LEGEND
SAROAD ID SITE ID
+ 151530016 8
A iae 12
a i3e 13
-------
TSP 13 MONTH RUNNING GEOHETRIC CIEANS (UG/WX3) FOR U.S.S.C. - GARY, IN
CO
I—«
o
C3W —
200-
s 150~
P
u
G
n
X
X 100-
3
-
-
50-
0
PRIHARV
Sf 5QNDARV _ .
J A J 0
1973
J A J 0
1974
J A J 0
1975
i i i i i 1 1 M i i
J A J 0
1976
1 1 1 1 t T'l'TTTT
J A J 0
1977
1 1 1 1 1 1 II 1 1 !
J A J 0
1978
'TTT'T'I 1 1 1 1 1 1
J A J 0
1979
i r r "i i 1 1 i i M
J A J 0
1980
LEGEND
SAROAD ID SITE ID
-I- 140 14
-------
YEAR
DATA SUMMARY FOR U.S.S.C. - GARY. IN
SAROAD STATION « 151520002 SITE ID V 02
UNITS : Mi:ROSRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
OF READINGS : 102
57
59
47
40
57
28
33
GEOMETRIC MEAM: 92.6 94.9 «6.6 80.0 101.9 ****** 97.7 ****** ******
GEOMETRIC S.D.: l.B 1.5 1.9 1.9 1.6 ****** 1.8 ****** ******
HIGHEST 3Y
LARSON EXTRP:
524.8 339.2 603.9 523.6 370.2 ****** 538. 2. ****** ******
IST HIGHEST:
DATE :
304.9 281.7 229.4 325.7 257.0 322.0 354.0 1*3.3
720518 73040* 740405 750319 760524 770525 780905 790906 900720
2ND HIGHEST:
DATE :
302.2 267.1 200.3 181.0 237.0 190.0 296.0 190.0 135.0
720126 730815 74100? 750804 760611 770531 780514 790924 BQ080I
tt Op READINGS
EXCEEDING 260
» Of READINGS
EXCEEDING 150
19
12
13
RANGE
0- 65:
66-130!
131-195:
196-2SO:
2?il-325:
326-390:
391-455:
>455:
30
48
10
9
5
1
0
0
11
33
q
2
?
0
0
0
15
29
13
2
0
0
0
0
12
29
5
r>
V*
0
1
0
0
11
33
13
3
0
0
0
n
12
22
5
0
1
0
0
0
14
24
12
5
1
1
0
0
9
12
8
0
0
0
0
0
11
pn
i
i
3
3
-1
r
******
HISSING OR I \'SUPF I C1FNT DATA
43-11
-------
TSP DATA SUMMARY FOR U.S.S.C. - GARY, IN
SAR3AD STATION « 151520005 SITE ID # 0*
YEAR
1972 1973 1974 1975 1976 1977 1978 1979 1990
Or READINGS : 134
57
GEOMETRIC MEAN): 65.0 59.7 52.5 50.3 62.8 ****** 65.4 73.2 ******
GEOMETRIC S.D.: 1.6 1.6 2.2 1.6 1.7 ****** 1.9 1.7 ******
HIGHEST =»Y
LARSEN EXTRP:
277.0 225.7 518.3 207.9 304.6 ****** 410.2 373.7 ******
1ST 4IGHEST
OAT: :
159.2 171.6 170.2 134.3 322.0 240.0 196.0 192.0 193.0
720114 73P3Q5 74r>?04 753=518 7^1015 770513 780601 793913 BD091?
2^0 HIGHEST: 157.4 121.4 154.3 103.0 it4.o 201.0 190.0 i«:.o 155.0
DATE : 72060? 730615 740105 751009 760611 770218 780725 793905 300933
EXCEEDING 263 :
» Or READINGS
EXCEEDING 150 :
9AMGE
o- ss:
66-130:
131-195:
196-2SO:
251-3?5t
326-390:
391-455:
>455:
51
46
7
9
0
0
0
r
32
24
1
0
3
0
n
n
34
24
3
0
0
o
0
0
38
19
1
n
0
0
0
o
30
24
3
0
1
0
0
0
17
17
3
p
n
ft
0
0
28
17
8
1
0
n
0
0
14
29
9
0
0
D
0
0
7
IB
3
1
i
n
n
n
****** INDICATES HISSING OR I MSJrrICIENT DATA
43-12
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - GARYt IN
SAPOAD STATION « 151520011 SITE ID « 06
UNITS : Mi:P03RAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
tt 0F READINGS :
57
59
50
57
44
27
10
GEOMETRIC MEAN: 83.2 84.6 82.3 70.6 86.0 88.1 89.7 ****** ******
GEOMETRIC S.D.: 1.6 1.5 1.8 1.7 1.6 1.6 1.5************
HIGHrST
LARSEM
?52.? 263.1 432.6 336.1 333.2 359.7 325.1 ****** ******
IST HIGHEST:
DATE :
388.C 2?1.3 327.7 235.2 276.0 266.0 226.0 251.0 1*1.0
720311 730703 740105 750319 761015 779531 78010ft 790906 901105
2ND HIGHEST:
DATE :
264.0 170.5 202.3 172.8 191.0 191.0 170.0 180.0 120.0
720412 731106 740111 75951? 761220 770519 780601 79070? «01211
» Or READINGS
EXCEEDING 2S1 :
« OF READINGS
EXCEEDING 15D :
PAM3E
0- 55!
«,&-! 30:
131-195:
196-260:
261-325:
325-393:
391-&55:
M55:
29
55
9
if
1
1
0
0
11
36
9
1
0
0
n
n
21
28
8
1
0
0
0
1
18
30
1
1
0
0
0
n
14
34
R
0
1
Q
0
0
9
21
R
0
1
0
0
0
13
22
8
1
0
0
0
0
1
1=1
6
1
9
n
0
0
2
«,
1
n
0
0
T
0
****** IM3ICATES MISSIN'? OR INSUFFICIENT OATA
43-13
-------
YEAR
DATA SJ1MA3Y ^OR U.S.S.C. - GARY, IM
SAROAD STATIOM « 151520016 SITE ID « 09
UNIT? : MICRQGPAMS/M**3
1972 1973 Iq74 1975 1976 1977 1978 1979 1980
165 350 315 201
GEOMETRIC MEAN! ****** ****** ****** ****** 107.9 ****** 1 0 9 • 5 11 0 • 7 ******
GEOMETRIC S.D.: ****** ****** ****** ****** 1.6 ****** 1.7 1.8 ******
HIGHEST 3Y
LARSEM FXTRP:
****** ******
****** 466.1 ****** 558.9 57*.9 ******
IST HIGHEST
DATE :
****** ****** ****** 262.0 377.0 363.0 536.0 87B.O 414.0
****** ****** ****** 751017 7^,0705 771106 78Q5?4 790418 801010
HIGHEST: ****** ****** ****** 230.0 ?98.o 293.0 525.0 557.0 409.3
DATE : ****** ****** ****** 750818 760611 771001 780426 790S09 800719
» Or READINGS
EXCEEDING 260
n OF READINGS
EXCEEDING 150
14 26
22 IS
89
1?
41
RAMGE
o- ss:
65-130:
131-155:
196-2SC:
261-325:
326-390:
391-455:
>455:
0
(j
0
0
0
.1
0
0
0
n
Q
o
0
0
n
o
n
0
n
0
0
0
0
0
21
?9
1 0
?
1
0
0
0
10
30
14
R
1
1
0
0
33
97
25
7
2
1
0
g
63
156
8?
2ft
9
7
4
2
52
147
61
39
8
2
4
2
35
107
36
11
7
1
4
^
****** I\JQI:ATES MISSIMG OR IMSIFFICIENT DATA
43-14
-------
YEAR
TS° DATA SJ1MARY FDR U.S.S.C. - GARYt IN
SAROAD STATION » 1710 SITE ID t» 12
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
tt OF READINGS t
77
76
GEOMETRIC MEAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S*D»: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 603*0 437*0
****** ****** ****** ****** ****** ****** ****** 790914 800423
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 476*0 386*0
****** ****** ****** ****** ****** ****** ****** 793913 300523
n OF READINGS
EXCEEDING 2ft
« Oe READINGS
EXCEEDING 153 :
10
17
4?
RANGE
0- 65:
66-130:
131-19*5:
196-260:
261-325:
326-390:
391-455:
>4r>5:
0
0
0
3
D
0
r»
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
0
0
o
0
0
0
0
n
0
0
n
0
0
0
n
0
0
0
0
0
0
0
0
p
0
0
0
0
0
0
0
0
17
30
11
9
3
2
3
•>
7
2";
n
9
11
5
1
1
****** INDICATES MISSING OP INSUFFICIENT DATA
43-15
-------
iN3I3IJjnSM bU OMISSIw S31V3IGM ******
a
c
t>
c
SI
HI
«Z
01
0
D
I
c
fe
£1
»2
SI
0
0
0
0
Q
C
c
0
0
0
0
G
j
u
Q
0
0
0
C
Q
C
0
0
0
0
0
0
0
0
0
0
0
0
0
0
c
Q
c
0
0
0
0
0
c
u
c
0
b
c
0
c
0
0
u
0
c
-o
a si a o o o c c D : osi iMC333Xj
S £ M C V 3 k rO »
fa ^ o o c o c o o rose CMC3:ox2
SSMCV3b JO *
£09008 £Tfc06/. ****** *»»*»* »»» + »» «TVV4V »»»,»» «¥¥»»» »*,,», ; 2iVC
0*£6£ 0"<>2.2 **»*»* ****** ****** ****** ****** ****** ****4¥ IiS~hSIh Qkd
£c!50lj» i06Cfai ****** ****** ****** ****** ****** ****** ****,» . 3J.VQ
O'CS^ 0*6££ ****** ****** ****** ****** ****** ****** ****,, IiSjH9JH 1ST
****** ****** ****** **»**, ****** ****** ****** ****** ****** :cfalX2 K 2 S fc V1
****** ****** ****** ****** ***,»» ****** ****** ****** ****** :«c*s
****** ****** ****** ****** ****** ****** ****** ***,¥, ****** :\v~h
6io5°oooooc: s£Mcv3fc jo n
0861 6161 8161 UfaT 916T S16I
21 « CI 31IS OCX fr NCIlViS GV
M *AiJVC - '3'S'STI bOJ AbVhwns; ViVC dSl
-------
YEA3
TSP DATA SUMMARY FOR U.S.S.C. - GARY* IN
SA»OA3 STATION » 1*0 SITE ID « 14
UNITS : MICROGRA»1S/M**3
1972 1973 1974 1975 1976 1977 1978 1979 19BO
READINGS
32
c MEAN: ****** ****** ****** ****** ****** ****** ****** ***<
GEOMETRIC S*D*: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEN EXTRP:
****** ****** ****** ****** ****** ****** ****** ****** ******
IST HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 155.0 190*0
****** ****** ****** ****** ****** ****** ****** 79090?i S0071S
2ND HIGHEST:
DATE :
****** ****** ****** ****** ****** ****** ****** 139*0 149*0
****** ****** ****** ****** ****** ****** ****** 790?08 900720
« OF HEADINGS
EXCEEDING 260 :
» Or READINGS
EXCEEDIN3 150 :
RAMGT
0- 65:
66-130:
131-195:
195-260:
261-325:
326-390:
391-455:
>455:
0
0
0
3
3
0
0
0
0
0
0
9
0
n
0
0
0
0
0
0
0
0
0
0
0
p
0
0
0
0
0
0
0
0
0
0
c
0
0
0
0
0
0
0
p
0
0
0
0
0
0
0
0
0
n
0
27
19
2
0
0
0
0
0
17
1*
2
0
T
p
o
n
****** INDICATES ^ISSING OR INSUrFICirNT DATA
43-17
-------
STANDARD EXCEFnANCE POSE FOR
SAROAD *
SITE ID »
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESF COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVF TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVF TSP:
w COUNT:
AVE TSP:
WNU COUNT:
AVF TSP:
NW COUNT:
AVE TSP:
NIMW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
U.S.S.C. - GARY* IN
(All Cases > 260 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSF OF PRIMARY EXCEEDAKCES
151520002 151520005 151520011 151520016 120
2
w> = x
1
282.
0
0.
c
0.
0
0.
0
0.
0
0.
0
0.
0
o.
0
n.
1
354.
n
0.
0
0.
n
0.
0
0.
0
0.
1
296 .
3
311.
W=x
0
0.
0
0.
0
0.
n
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
n
n.
0
0.
0
n.
0
c.
0
n.
w = X
0
0.
0
n.
0
n.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
828.
0
p.
0
0.
0
n.
n
r.
i
8?P.
W = X
2
SOP.
7
368.
3
333.
1
32P.
0
0.
c
0.
n
0.
i
294.
0
0.
0
0.
c
0.
c
0.
0
n.
c
0.
0
0.
n
0.
14
344.
W = X
2
275.
1
329.
2
335.
1
386.
0
0.
1
301.
0
0.
0
0.
0
0.
0
n.
0
0.
0
n.
0
n.
i
395.
0
n.
2
442.
10
351.
W = X
0
0.
0
0.
2
357.
0
0.
0
0.
r
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
n.
0
0.
0
0.
1
3?P.
rt
0.
3
347.
U
-------
24-HR STANDARD FXCFEDANCF ROSE FOR
U.S.S.C. - GARYt IN
(All Cases > 260 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE T$P OF PRIMARY EXCEEDANCES
SAROAD »
SITE ID t»
DIRECTION
N COUNT:
AVF TSP:
NNF COUNT:
AVF TSP:
NE COUNT:
AVF TSP:
EKE COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESF COUNT:
AVF TSP:
SF COUNT:
AVF TSP:
SSF COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVE TSP:
u COUNT:
AVF TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVF TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVF TSP:
14
w> = x
0
0.
0
0.
n
0.
0
0.
n
0.
0
n.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
n
0.
0
0.
n
0.
0
0.
0
n.
140
u
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - GARY, IN
(All Cases > 150 pg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEDAN'CES
SAROAD »
SITF ID *
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
EME COUNT:
AVE TSP:
E COUNT:
AVF TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVF TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVF TSP:
wsw COUNT:
AVF TSP:
w COUNT:
AVF TSP:
w N u COUNT:
AVE TSP:
NU COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
151520002
?
W> = X
3
243.
2
181.
0
0.
c
0.
0
c.
0
0.
0
n.
c
0.
0
0.
3
237.
0
0.
1
170.
1
177.
2
180.
2
19?.
4
210.
W=x
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
198.
0
0.
1
150.
1
160.
?
197.
1
175.
?
168.
0
0.
0
0.
u = X
2
163.
1
159.
0
0.
C
0.
0
fl.
c
0.
c
0.
0
0.
n
0.
c
0.
i
170.
t
395.
2
161.
3
195.
2
201.
1
l^l .
0011
w = X
9
214.
16
273.
14
221.
8
228.
0
0.
2
179.
0
0.
3
220.
4
177.
5
195.
5
166.
?
170.
6
200.
7
179.
1
254.
0
0.
W = X
2
275.
2
270.
4
275.
2
321.
0
0.
1
301.
0
0.
0
0.
2
178.
0
0.
0
0.
0
0.
1
186.
5
223.
4
203.
2
44?.
12C
U = X
2
210.
0
0.
4
278.
1
212.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
1
186.
2
218.
c,
209.
3
207.
130
WO
6
261.
4
235.
4
207.
0
0.
2
274.
0
0.
0
0.
1
157.
3
18?.
0
0.
1
167.
3
207.
4
22*.
n
0.
2
246.
s
19P.
ALL COUNT: IS 33 8 12 1* 19 P2 183 25 45 18 35
AVE TSP: 207. 196. 182. 185. 223. 187. 217. 231. 259. 247. 224. 2?0.
43-20
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - GARYt IN
(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:
AVF TSP:
NE COUNT:
AVE TSP:
ENF COUNT:
AVF TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SE COUNT:
AVE TSP:
SSF COUNT:
AVF TSP:
s COUNT:
AVF TSP:
ssu COUNT:
AVF TSP:
su COUNT:
AVF TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
MNU COUNT:
AVF TSP:
ALL COUNT:
AVF TSP:
14
u> = x
0
n.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
n.
0
0.
0
0.
n
0.
0
G.
1
159.
0
0.
0
0.
1
159.
140
VKX
0
0.
0
0.
0
G.
n
n.
0
0.
0
0.
0
0.
0
0.
1
190.
0
0.
0
ft.
c
0.
c
p.
0
c.
c
0.
0
n.
i
190.
43-21
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, GARY, INDIANA
Stations used in update:
Continued operation: #2, #4, #6, #8
New stations: #12,* #13,* #14* (all 1979)
Discontinued stations: #12, #13, #14 (all 1979)
Trends in geometric means:
Where sufficient data were captured, the running 12-month geometric
means for stations #2, #4, #6, and #8 showed general growth in 1978-
1980. Stations #2, #6, and #8 showed slightly positive overall trends
(Spearman correlation coefficients of 0.10, 0.32, and 0.40, respectively).
Station #4 showed a moderately positive trend (Spearman correlation
coefficient of 0.61).
Attainment status:
For those portions of 1978-1980 where data recovery was adequate,
the affected stations were not in attainment of primary TSP standards.
None of the stations listed above recovered sufficient data to
estimate attainment status in 1980.
Pollution roses:
The most frequently occurring persistent winds in this area are
from southerly directions, the presence of Lake Michigan makes it
difficult to strategically site stations for depiction of impact.
All stations discussed here must rely upon less frequent persistent
winds to monitor the U.S. Steel Gary works.
The pollution roses for stations #6, #8, #12, and #13 indicate sub-
stantial impacts of the Gary works. Station #2 is most strongly
affected by sources to the northwest (i.e., Inland and J&L).
Stations #4 and #14 show minor influences from the Gary works. It should
be noted that for those stations that show relatively minor effects from
the Gary works, the contribution from plant directions are nonetheless
substantial.
* Special study stations.
43-22
-------
Standard exceedance roses:
Stations #4 and #14 registered no excursions beyond primary 24-hour
TSP standards under persistent winds. At station #2, all primary
excursions under persistent winds Involved wind directions that would not
Include the Gary works. The lone primary excursion under persistent winds
at station #6 was from the west-southwest. At stations #8, #12, and #13,
virtually all primary excursions under persistent winds Involved wind
directions that would bring U.S. Steel emissions to the affected sampler.
BaP:
As part of the special study conducted by EPA Region V, BaP was measured
at stations #12, #13, and #14 for 23 days 1n August and September 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/m3)
Geometric Mean
Downwind
Station
30-500
146
With Wind
Station
< 20-500
47
Background
Station
< 20
43-23
-------
UNITED STATES STEEL
Loraln, Ohio
EPA Region V
44-1
-------
Hi-Vol Monitoring Sites - United States Steel Corp. - Lorain, Ohio
SAROAD #
36-3620-
002-H02
36-3620-
003-H02
36-3620-
004-H01
36-3620-
005-H01
36-3620-
006-H02
36-3620-
008-H02
36-3620-
014
Site Name and Address
Fire Station #6
Palm Ave. G 31st St.
Lorain, OH
Lorain Products *
Kansas Ave. G G St.
Lorain, OH
Lorain Recreation Dept. *
329 10th Street
Lorain, OH
Southvlew High School *
2270 E. 42nd Street
Lorain, OH
Lorain City Hall
200 W. Erie A venue
Lorain, OH
Steele Tire *
2615 Colorado A venue
Lorain, OH
Plant Location from Site
Bearing Distance
Sinter 2 83° 3. 1
Blast Furnace 290° 2. 7
BOF 290° 2. 2
Coke Ovens 299° 2. 3
#4 Blooming Mill 299° I. 5
Bar Mill 325° L 5
Pipe Mill 343° 0. 9
Sinter 164° 2. 3
Blast Furnace 150 2. 3
BOF 143° 2- ?
Coke Ovens 138° 2. 5
#4 Blooming Mill 132° 3. 1
Bar Mill 121° 3- 2
Pipe Mill 121° 3. 8
Sinter 123° 2. 4
Blast Furnace 112° 2. 6
BOF 112° 3.2
Coke Ovens 106° 3. 1
#4 Blooming Mill 108° 3. 8
Bar Mill 99° 4. 2
Pipe Mill 101° 4. 8
Sinter 304° 3. 4
Blast Furnace 312° 3. 3
BOF 316° 3. 3
Coke Ovens 321° 2. 9
#4 Blooming Mill 331° 2. 3
Bar Mill 325° 2. 6
Pipe Mill 345° .9
Sinter 136° 3. 3
Blast Furnace 124° 3. 5
BOF 121° 4. 0
Coke Ovens 116° 3. 9
#4 Blooming Mill 115° 4. 4
Bar Mill 109° 4.9
Pipe Mill 110° 5. 6
Sinter 190° 2.3
Blast Furnace 194 1.7
BOF 172° 1.9
o
Coke Ovens 169 1.6
#4 Blooming Mill 153 3.2
Bar Mill 134° 3.3
Pipe Mill 131° 2.8
Elevation (in meters)
Above Ground MSL Plant
6 198 7
7.5 193 2
9 195 4
10. 5 207 16
31. 5 213 22
7.5 195 4
Site
Description
Rooftop
Residential
Rooftop
Light Industrial
Rooftop
Urban
Residential
Rooftop
Residential
Rooftop
Urban
Rooftop
Commercial
Nearest Roadway
Name D»«ctio»/D»t™e Volume
31st St. N 15 2-lane
light
Grove Ave. W 305 4-lane
(St. fit. 57) ne!Jlvy
E. 28th NW 610 4-lane
(St. Rt. 57) heavy
G Street NW 15 2-lane
light
Kansas Ave. E 140 2-lane
light -mod.
Norfolk G NW 90 2 tracks
Western RR
Norfolk G SE 90 4 tracks
Western RR
lOth Street N 30 2-lane
light
Broadway E 305 4-lane
(St. Rt. 57) heavy
Grove Ave. W ISO 4-lane
(St. Rt. 57) heavy
Erie Ave. S 21 4-lane
[US Rt. 6, heavy
St. Rt. 2)
Broadway SW 150 4-lane
|St. Rt. 57) heavy
Ohio Edison W 550
^dgewater Plant
Colorado Ave. S 18 2-lane
(St. Rt. 611) heavy
X #1
#2
#3
i
ro
#4
X #5
#6
* 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 Sitef - f.S. Steel, Gary, Indiana (Concluded)
SARD AD f Name and Address
7000 Lincoln Elementry School*
E. 31st Street C Vince Avenue
Lorain, OH
8000 SBS Transit. Inc. *
3747 Colorado Avenue
Sheffield, OH
9OOO Jane Lindsay School*
3361 Garfield Boulevard
Lorain, OH
Distance
Bearing (Km)
Coke Ovens
264° 10.3
Plant Center
10° o. 88
Plant Center
230° Z. 1
Plant Center
1950 3.5
Meters Meten
Above MSI. Above
Ground (ft) Plant
7.6 199 9.7
4.5 192 2.7
6.6 189 0
Site Description
Rooftop residential
Rooftop undeveloped
and
Commercial land
Rooftop residential
Nearest Road
Distance
Name Direction (ft) Volume
E 31st N
Vine W
Colorado Ave.
Carfield Blvd. N
Cleveland Blvd. W
1
#7
* Critical Site
I
co
-------
2, 3, 4, 6
7, 8, 9
Cleveland HooKms Airport /28 km
Wind Data Representativeness
Station # Terrain Distance Rating
VII
H
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
2 km
TSP roses for U.S. Steel- Lorain, Ohio for the
period 1978-1980 for cases of co>0.85. Each circle
represents 50ug/in3.
44-4
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel— Lorain, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SU
WSW
W
WNW
NW
NNW
Total
#2
3
5
1
2
1
1
1
8
17
13
12
7
5
3
3
3
85
Mo
11
13
4
5
2
2
1
2
4
28
13
24
18
7
2
1
4
130
niton
#4
1
3
1
0
0
1
0
2
8
2
5
4
2
1
1
2
33
ng bit
#6
1
5
1
2
2
1
1
4
12
14
10
8
3
3
2
3
72
e Numb
*L
5
2
0
0
0
1
1
2
11
5
11
3
2
1
0
1
45
ers
#8
6
2
0
0
0
1
1
2
11
5
10
3
2
1
0
1
45
#9
5
2
0
0
0
1
1
2
11
6
11
2
2
1
0
1
45
44-5
-------
TSP 13 P10NTH RUNNING GEOHETRIC DEANS (UG/f1**3) FOR U.S.S.C. - LORAIN, OH
I
en
250-
S 150"
P
U
G
n
*
x 100-
50-
-1
1
-
-
—
—
PR^in^RV
SEQQNDARV
1 1 1 1 1 1 1 1 1 1 1
J A J 0
1973
-H-
-t-
°°oAoa° "^
1 ! 1 i 1 1
J A J 0
1974
A^*ti*i-
D°°DDDO
a°o°°
i'TV'A1
1975
"*+++ AA*A(
>OODO V+++
°D|
1 1 1 1 nil
J A J 0
1976
h>*C*H
>OO°0
1 1 II II II II
J A J 0
1977
0 oo
iimim [
J A J 0
1978
+
£c*
i i iiini
J A J 0
1979
-++
V
Mill II
J A J 0
1980
LEGEND
SAROAD ID SITE ID
363629003 2
363620004 3
D 363620006 4
-------
TSP 13 HONTH RUNNING GEOMETRIC flEANS (UG/n**3) FOR U.S.S.C. - LORAIN, OH
T
S
P
U
G
/
n
*
t
3
C3O
300-
150-
-
100-
-
-
50-
— i
PRIMARY
S£CQNJ>A8Y
J A J 0
1973
J A J 0
1974
1 1 1 1 1 1 1 1 1 ! 1
J A J 0
1975
T I 1 1 1 1 I 1 1 1 1
J A J 0
1976
V.
I • "T T' 1 1 T T TTT
J A J 0
1977
i
i
*.
++
T ! 1 I 1 1 1 1 1 1 1
J A J 0
1978
0
<* "a
%F
1 1 1 1 1 1 1 1 1 IT
J A J 0
1979
MM
-t-
1 1 1 1 1 1 1 1 1 M
J A J 0
1980
LEGEND
SAROAD ID SITE ID
363620014 £
A 7000 7
D 8000 8
-------
TSP 18 I10NTH RUNNING GEOMETRIC MEANS CUG/n**3> FOR U.S.S.C. - LORAIN, OH
£00-
00
T
S
P
U
G
150-
100-
50-
—
-
—
SKQHP«RY
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
"V
J A J 0
1979
J A J 0
1980
LEGEND
SAROAD ID SITE ID
9000 9
-------
TSP DATA SJWARY FOR U.S.S.C. - LORAIM, OH
SAROAD STATIOV * 3&3620003 SITE 15 * 02
UNITS : MICROSRA<1S/M**3
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 1980
« Or REA3IM3S : 44 59 54 58 44 58 59 41 59
GEOMETRIC MEAN: 88.4 96.3 73.5 83.3 62.1 77.0 73.7 39.7 70.7
GEOMETRIC S.D.Z 1.9 1.8 1.5 1.4 1.6 1.8 2.1 1.9 1.7
HIGHEST BY
LARSEM EXTRO: 549.9 572.6 220.0 231.0 241.S 430.1 667.5 6?».9 357.3
IST HIGHEST: 371.0 319.0 274.0 195.0 135.0 259.0 525.0 320.0 314.0
DATE : 720906 730416 740411 750518 761009 771103 780713 790912 800110
2M3 HIGHEST: 275.0 288.0 155.0 iso.o 121.0 195.0 343.0 252.0 219.1
DATE : 720620 731025 740t04 750617 760430 770212 780526 790720 *0011S
# Or READIN3S
EXCEEDIN3 260 :221000311
n OF READIM3S
EXCEEDING 15C : 9 16 2 1 0 7 11 12 »
RAMSE
0- 65:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
12
21
p
1
1
1
n
0
19
22
+
•3
in
2
0
n
0
24
28
1
0
1
0
0
0
14
36
a.
0
0
0
0
0
22
21
I
0
g
0
0
n
21
25
11
1
0
0
0
0
26
22
6
?
1
1
0
1
15
13
F,
6
1
0
0
0
26
?7
»
1
1
f\
n
3
IMDICATES MISSING OR INSUFFICIENT DATA
44-9
-------
TSP DATA SUMMARY FOR U.S.S.C. - LORAIN, OH
SAROAD STATION! * 365620004 SITE ID * 03
UNITS : MICRD3&AMS/I"1**?
YEAR 1972 1973 1974 1975 1976 1977 1978 1979 19*0
n OP" REA3IM3S : 0 162 127 252 254 249 243 0 1
3ECHETRIC MEAMt ****** ****** ****** 84.0 76.Q 62.1 63.T ****** ******
GEOMETRIC S.3.: ****** ****** ****** 1.3 1.6 1.8 1.7 ****** ******
HIGHEST 3Y
LARSEN] EXTRP: ****** ****** ****** 191.0 2R2.4 363.2 318.2 ****** ******
IST HIGHEST: ****** 174.0 IRO.O 230.0 174.0 233.0 215.0 ****** ******
DATE : ****** 731025 74D103 750P01 76P825 770816 781103 ****** ******
2MD HIGHEST: ****** 172.0 15P.O 165.0 154.0 22=».o 199.0 ****** ******
DATE : ****** 73101? 740220 750731 760603 771027 731326 ****** ******
n OF READIM3S
FXCEEDIMO 263 : 000000009
n Or READIN3S
: n 8 2 2 3 16 13 0 C
RAM3E
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
n
3
0
o
0
0
0
0
65
80
17
P
0
0
0
0
50
69
8
0
0
r;
0
0
43
204
A
1
0
0
0
0
76
163
15
n
1
0
0
0
129
93
?2
5
0
0
0
0
1?4
97
20
2
0
0
0
ft
0
0
0
0
0
0
0
0
1
3
0
0
'
n
n
0
****** IMDICATES MTSSINIG OR INSUCFICIEMT DATA
44-10
-------
YEA*
DATA SUMMARY FOR U.S.S.C. - LORAINt OH
SAROAD STATION « 363620006 SITE ID » 0*
UNITS t Mi::RC>SPAMS/M**3
1972 1973 197* 1975 197S 1977 1978 1979 1980
READINGS
4?
59
50
55
57
57
GEOMETRIC MEAN: ****** ****** 64.7 66.3 48.9 64.1 57.1 ******
GEOMETRIC S.D.: ****** ****** 1.4 1.4 1.6 1.8 2.0 ****** ******
HIGHEST 3Y
LARSEN EXTRPC ****** ****** 16S.9 1R8.7 197.4 332.8 40B.9 .**<
i * * * *
1ST HIGHEST
DATE :
****** 152.0 1S«.0 130.0 117.0 202.0 193.0 ****** ******
****** 73102^ 740216 7536P3 761102 770519 7R0526 ****** ******
2ND HIGHEST:
DATE :
****** 1?8.0 107.0 129.0 115.0 165.0 190.0 ****** ******
****** 730826 740204 750518 761108 770413 780309 ****** ******
« Or READINGS
EXCEEDING ?S3 :
EXCEEDING 150 :
RAMGE
0- S5t
<.6-130:
131-195!
196-260:
261-325:
326-390T
391-455:
>455:
0
0
0
0
0
o
0
0
21
19
•>
n
0
0
3
5
31
27
1
n
0
0
0
0
?*
?2
P
0
0
0
0
0
45
10
0
0
0
0
0
9
23
?3
5
1
0
0
0
0
30
23
4
0
n
0
0
C
0
0
0
0
0
0
1
0
0
0
0
0
0
T
1
T
****** INDICATES MISSING OR INSUFFICIENT DATA
44-11
-------
DATA SUMMARY Pf>R U.S.S.C. - LORAIM, OH
SAROAD STATION « 36562001* SITE ID 8 06
UNITS ! MTCROGR
YEAR 1572 1973 1974 1975 1976 1977 1978 1979 1980
« OF READINGS : 1 0 0 0 0 60 47 D *'-,
GEOMETRIC MEAN: ****** ****** ****** ****** ****** 117. T 106.5 ****** 99.6
GEOMETRIC S • D • : ****** ****** ****** ****** ****** 2.1 2.0 ****** 1.9
HIGHEST BY
LARSEv EXTRP: ****** ****** ****** ****** ****** 977.0 8^2.9 ****** 593.?
IST HIGHEST: ****** ****** ****** ****** ****** 3 f, 9 . Q 3 9 o • o 321.0 3 2 5 « o
-)4T- : ****** ****** ****** ****** ****** 770706 781110 790^20 P0093H
2 v D HIGHEST: ****** ****** ****** ****** ****** ??,?,. o 383.0 3 D* • o ? 7 D • ?
DATE : ****** ****** ****** ****** ****** 770916 7805P6 790&1* 30091?
EXCEEDING 260 : 0 0 0 0 0 9 7 3
» Oc READINGS
EXCEEDING 150 : il 0 0 0 P 23 15 17
RANI5E
0- 65:
^6-130:
131-195:
196-2&Q:
P61-325:
326-390:
391-»55!
M55:
0
n
0
Q
0
0
0
0
I)
0
0
fl
0
0
5
n
0
0
0
0
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n
ri
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0
0
0
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0
n
o
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0
0
o
12 11
1R 17
15 7
ft 5
5 4
A 3
C 0
0 0
2
7
13
7
3
0
i
0
****** INDICATES MISSING OR INSUFFICIENT DATA
44-12
-------
TS° DATA SIHXAHY ^OR U.S.S.C. - LORAIMt OH
SAROAD STATIOM » 7000 SITE 10 * 07
UMTTS ! M
YEAR
1972 1973 1974 1975 197S 1977 197fl 1979 1980
READIM3S :
53 39
GEOMETRIC MEAN! ****** ****** ****** ****** ****** ****** ****** ****** ******
GEOMETRIC S»D.: ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
LARSEM EXTRP:
****** ****** ****** ****** ****** ****** ****** ******
******
IST HIGHEST
DATE :
****** ****** ****** ****** ****** ****** 195.0 273.0 ******
****** ****** ****** ****** ****** 780714 790811 ******
2ND HIGHEST
DATE :
****** ****** ****** ****** ****** ****** 173.0 133.0 ******
****** ****** ****** ****** ****** ****** 7R0710 7-»3*l=> ******
tt OP READIM3S
EXCEEDING 260 :
« Or READIM3S
EXCEEDIM3 150 :
PA
0
66
1M
196
251
326
391
M3E
- 65:
-130:
-135:
-2sc:
-325:
-390:
-455:
M55:
G
3
i
?
0
n
Q
J
0
'
0
0
0
0
0
0
0
0
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0
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0
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0
0
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n
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0
0
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0
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n
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31
R
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0
0
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0
16
15
7
n
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0
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3
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P
n
n
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0
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****** INDICATES MISSIN3 09 IMSIFFICIFNT DATA
44-13
-------
O
on
oc
t-
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X
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on
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C/5
to
L.I
-------
DATA SUGARY FOR U.S.S.C. - LORAIN» OH
SARCAD STATION) * 9000 SITE! ID « 09
UNITS : «UCR03RA1S/M**3
YEAR 197? 1973 1974 1975 197S 1977 1978 1979 1980
a Or READINGS : 000000 5* 56 0
GEOMETRIC ^EAN: ****** ****** ****** ****** ****** ****** ****** ****** ******
GrOMETRIC S • D • : ****** ****** ****** ****** ****** ****** ****** ****** ******
HIGHEST 3Y
L A R s E V E x T R P : ****** ****** ****** ****** ****** ****** ****** ****** ******
1ST HIGHEST! ****** ****** ****** ****** ****** ****** 2*5.0 1*1.0 ******
DATE I ****** ****** ****** ****** ****** ****** 7Q1021 79(H?5 ******
2ND HIGHEST: ****** ****** ****** ****** ****** ****** 179.0 121.0 ******
D4TE : ****** ****** ****** ****** ****** ****** 7^0713 79071? ******
» 0" REAMM3S
EXCEEDING 269: 0 0 0 f> 0 0 0 0 n
* Or READINGS
EXCEEDING 150 t 0 0 0 0 0 0 5 0 n
R A M G E
0- 65:
66-130:
131-195:
196-250:
361-325:
326-390:
391-&55:
> n 5 5 :
0
n
0
1
0
0
o
0
0
0
0
0
Q
0
0
ri
0
0
0
G
n
p
0
0
n
0
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o
0
0
0
0
0
0
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9
n
0
0
0
0
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0
n
n
0
0
27
20
8
1
0
0
0
0
22
1?
1
0
0
n
0
0
n
n
3
1
-\
i
1
0
****** INDICATES MISSING OR I \"5UCF T C I ^MT TATS
44-15
-------
24-FR MANDAPP FXCFEDANCF ROSE FOR
U.S.S.C. - LORAIN, OH
(All Cases > 260 pg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF PRIMARY EXCEEOANCFS
SAROAD «
SITF ID »
DIRECTION
N COUNT:
AVF TSP:
NNF COUNT:
AVE TSPt
NE COUNT:
AVF TSF:
EME COUNT:
AVF 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:
AVF TSP:
u COUNT:
AVE TSP:
WNW COUNT:
AVF TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVE TSP:
36362
2
W> = X
0
0.
0
0.
0
n.
0
0.
0
0.
0
0.
0
0.
4
294.
2
422.
1
?RF.
C
0.
0
n.
0
0.
p
0.
c
c.
0
n.
7
330.
OP 03
w = X
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.
0
0.
0004
w = X W = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
n
n.
0
0.
0
n.
0
0.
n
0.
0
0.
p
0.
n
0.
44-16
0 0
0. 0.
0 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
0. 270.
0 7
0. 327.
0 ft
0. 257.
0 0
0. G.
n i
0. 369.
0 0
0. 0.
0 0
0. G.
0 0
0. 0.
0 0
0. C.
0 13
0. 317.
u = X
0
0.
1
273.
n
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
n.
0
0.
0
n.
p
0.
0
n.
n
0.
0
0.
0
0.
1
273.
7000
UO
0
0.
0
0.
0
G.
0
0.
0
0.
0
0.
0
c.
0
0.
0
0.
0
0.
0
0.
r
0.
p
n.
0
c.
0
c.
0
0.
0
0.
8
w>=x
c
0.
0
0.
0
0.
0
0.
0
n.
c
0.
0
n.
0
c.
Q
n.
c
0.
0
0.
c
0.
0
0.
p
0.
n
Q.
n
0.
P
C.
8000
U
-------
24-HR STAN6APD EXCFEDANCF ROSE FOR
U.S.S.C. - LOPAIN* OH
(All Cases > 260 pg/m3 for 1972-1980)
X=0.85C
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD »
SITE ID «
DIRECTION
N COUNT:
AVF 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:
SSF COUNT:
AVF TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
usw COUNT:
AVF TSP:
u COUNT:
AVF TSP:
UNW COUNT:
AVF TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVE TSP:
•
9
U> = X
0
0.
0
0.
0
n.
0
n.
0
0.
0
0.
0
0.
0
n.
0
0.
0
p.
c
n.
c
n.
c
c.
0
0.
n
n.
n
0.
0
0.
?ooo
u
-------
24-HR STANDARD EXCFFPANCF ROSE FOP
U.S.S.C. - LORAIN» OH
(All Cases > 150 pg/m3 for 1972-1980)
X=0.«50
COUNT/AVERAGE TSF CF SECONDARY EXCEEDANCES
SAROAD fl
SITE ID #
DIRECTION
N COUNT:
A v F T s P :
NME COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENF 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:
AVE TSP:
su COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVE TSP:
WNW COUNT:
AVF TSP:
NU COUNT:
AVF TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVE TSP:
363620003
W> =
0
c
0
0
n
0
P
0
0
0
1
206
1
218
11
235
9
24P
6
20P,
4
171
1
158
0
0
0
0
0
n
n
0
33
22?
2
X U = y
0
0.
1
177.
1
IPO.
1
154.
0
0.
0
0.
0
0.
1
152.
2
154.
7
188.
2
1*«.
1
168.
*)
0.
0
0.
0
0.
0
0.
16
173.
0004
U =
0
0
0
0
0
0
0
0
0
n
0
0
0
0
0
0
0
0
1
152
0
0
0
0
n
0
0
n
0
0
n
0
i
152
6200-06
4
X W = X
0
0.
0
0.
0
0.
0
0.
1
204.
0
0.
1
151.
6
213.
12
267.
1?
?28.
4
2C7.
2
263.
0
0.
0
0.
0
0.
n
0.
38
?3fi.
0014
u = X
1
175.
2
215.
0
0.
0
0.
0
0.
n
o.
c
0.
0
0.
0
n.
c
C.
0
G.
0
n.
0
0.
n
0.
0
p.
r
0.
3
203.
700C
7
W =
0
0
0
c
0
0
0
0
0
0
0
0
n
0
0
0
5
167
3
217
7
189
1
177
r
0
0
0
0
n
0
0
16
1P7
8000
a
X W
-------
?4-HR STANDARD EXCFEDANCF ROSE FOR
U.S.S.C. - LORAIN* OH
(All Cases > 150 yg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGF TSP OF SECONDARY EXCEFDANCFS
SAROAD tt
SITE ID »
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF TSP:
EK'E COUNT:
AVE TSP:
F COUNT:
AVF TSP:
ESE COUNT:
AVE TSP:
SF COUNT:
AVF TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVE TSP:
w COUNT:
AVF TSP:
UNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NMW COUNT:
AVF TSP:
ALL COUNT:
AVF TSP:
c
U> = X
P
0.
0
G.
C
0.
c
0.
n
0.
0
P.
P
G.
C
0.
?
16-;.
2
195.
1
15*.
0
0.
0
0.
p
0.
«
'•
n
0.
c
17C.
9100
1
W
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, LORAIN, OHIO
Stations used in update:
Continued operation: #2, #6
New stations: #7,* #8,* #9* (1978)
Discontinued stations: #3 (1978), #4 (1978), #7,* #8,* #9* (1979)
Trends in geometric means:
The 12-month running geometric means for station #2 showed general
growth in 1978 and 1979 followed by declining values in 1980.
Geometric means for stations #3 and #4 were fairly steady for 1978;
their record ended at that point. Geometric means for station #6 were
in general decline for 1978 and 1980; data recovery was insufficient in
1979. Significant decreases were noted at both stations #2 and #6 in
June 1980.
Stations #2 and #6 showed slightly negative overall trends (Spearman
correlation coefficients of -0.31 and"-0.41, respectively). Stations #3
and #4 showed a moderately negative overall trend (Spearman correlation
coefficients of -0.72 and -0.52, respectively). Stations #7, #8, and #9
were in service for too short a period of time to be used to assess
trends.
Attainment status:
During those portions of 1978-1980 where adequate data were captured, the
reporting stations with the exception of station #9, were not in attainment
of primary TSP standards.
Pollution roses:
In this area, persistent winds came most frequently from the southwesterly
quadrant. Stations #6 and #8 were in the best positions to take advantage
of the wind direction. Nonetheless, the pollution roses for all stations
reporting in 1978-1980 proved to be excellent indicators of plant impact--
even though many had to rely on relatively rare circumstances to come
under impact.
* Special study stations.
44-20
-------
Standard exceedance roses:
Station #6 registered 13 excursions past the 24-hour primary standard,
all of which involved winds that would have transported U.S. Steel
emissions toward the site. Station #2 registered seven primary excursions
under persistent winds, six of which involved transport from the plant
area. Station #7 registered one primary excursion under persistent winds;
this episode involved transport from the plant area.
BaP and BSO:
As part of the special study conducted by EPA Region V, BaP and BSO
were measured at stations #6, #7, #8, and #9 for 19 individual days
from September 1978 into January 1979. The results were divided .into
"downwind," "with wind," and "background" categories for each site.
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:
Station #6 Station #7 Station #8 Station #9
BaP* BSO** BaP BSO BaP BSO BaP BSO
Average 2.3 3.4 0.7 4.0 2.6 4.8 1.3 2.9
Background
Average 18.8 6.2 22.7 3.0 22.8 6.8 20.6 6.0
With Wind
Average 9 7.2 — - 37.8 7.4 35 7.2
Oownwi nd
* ng/m3
**
44-21
-------
UNITED STATES STEEL
Youngstown, Ohio
EPA Region V
45-1
-------
HiVol Monitoring Sites - United States Steel Corporation -- Youngstown, Ohio
#6
en
r\3
#3
X #2
X #7
SAROAD #
36-7760-006102
F05
36-7760-005101
109
36-7760-003101
36-7760-004101
36.2480-001
101
,
Site Name and Address
Fire Station #5*
1524 Oakland Avenue
Youngstown, Ohio
Fire Station #7*
145 Madison
Youngstown, Ohio
Fire Station #13*
641 Sherwood Avenue
Youngstown, Ohio
Fire Station #9
1900 Midlothian Blvd
Youngstown, Ohio
Girard City Hall
100 W. Main St.
Girard, Ohio
Plant Location from Site
Bearing Distance
Sinter 294° 1 0 km
Boilers 280° 1 0 km
Blast Furnaces 268° 0 8 km
Open Hearths 225° 0 6 km
Sinter 296° 3 2 krr
Boilers 292° 3 1 km
Blast furnace 290° 2. 9 km
Open Hearths 283° 2. S kn
Sinter 353° 5 2 krr
Boilers 352° 5 0 kn
Blast Furnace 354° 4 8 kn
Open Hearths 358° 4. 3 kn
Sinter 322° 8. 3 krr
Boilers 320° 8 2 krr
Blast Furnaces 320° 7 8 krr
Open Hearths 321° 7 3 kn
Sinter 155° 4. 3 krr
Boilers 158° 4.Skrr
Blast Furnacel56° 4. 7 krr
Open Hearths 154° 5.2kn
Elevation !n Meters
Above Ground MSL Plant
4. 5 294 26
10.5 300 32
9 329 61
7.5 326 58
8 277 9
Site
Description
Rooftop
Residential
Industrial
R oof top
Residential
Rooftop
Residential
Rooftop
Residential
Commercial
Rooftop
Urban
Commercial
Nearest Roadway
Name Direction/Distance Volume
West Federal Street SW 100 m 2 _]ane
(U S. Route 422) moderate
Oakland Ave. SW 30 m 4-lane
heavy
Elm Street W 9m 2-lane
moderate
Ohio Edison SW 0 9 km
(Power Plant)
Glenwood Avenue W 30m 2-lane
light
Sherwood Avenue N 20m 2-lane
light
Midlothian Blvd S T5 m 2-lane
moderate
West Main S 20 m 2-Hne
fnoderate
State Street E 150m 4-lane
heavy
Railroad W 100 m multiple
tracks
* 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.
-------
Ohio Edison
U.S.
0.5
2 km
TSP roses for U.S. Steel - Youngstown, Ohio,
for the period 1978-1980 for cases of <*»0.90.
Each circle represents 50 ug/m3.
Wind Data Representativeness
Station # Terrain Distance Rating
1, 6
II
VG-G
II
N.B. See Table Bin Methodology section.
45-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
U.S. Steel—Youngstown, PA
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitor
#1
13
6
7
4
10
10
14
8
20
30
34
20
28
18
17
15
254
•ing Site
#3
1
1
1
0
3
2
8
3
6
7
8
4
9
5
4
2
65
! Numbers
#6
1
1
1
0
3
2
9
3
6
7
8
4
9
5
4
2
65
45-4
-------
TSP IE nONTH RUNNING GEOMETRIC HEANS 0iio
VA'T'o1
1975
A A** V
AAA A
+
•++++^+4-+ +4.
ooo»o»o«>000
i11*'1!1^'
1976
4
AAAA* *
AA
A
A
•H^-H-^.
**
_oo o_
0° °00
J R J 0
1977
A
A
A
A
\ *
*
**•+
•H>4*f't'
'«o0 o=
i'T'y'o1
1978
^
AA
« AAA
AAA
++^4^4+^
aooooOoo°°o
j"rjT
1979
A**
^*A
*A
A
A
A
^
' *********.
°00
J'TT'A1
i9se
LEGEND
SAROAD ID SITE ID
•f- 367766095 1
3677eeeee 6
0 367760e03 3
-------
YEAR
DATA SUMMARY FOR U.S.S.C. - YOUMGSTOWN« OH
SAROAD STATIC « 3677S0005 SITE ID n 01
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 1978 1979 1980
» OF
58 153 244 240 247 244 242 233
GEOMETRIC MEAN! ****** 132.1 106.9 101.6 101.1 104.3 96.3 94.6 86.3
GEOMETRIC S.D.: ****** 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.5
HIGHEST BY
LARSENJ EXTRP:
****** 426.2 449.5 376.5 378.4 396.R 395.9 316.f 263.?
IST HIGHEST:
DATE :
****** 335.0 365.0 383.0 281.0 320.0 257.0 22B.O 228.0
****** 730301 74102S 751119 760609 771024 780309 790930 P00203
2MD HIGHEST:
HATE :
****** 287.0 241.C 295.0 244.0 319.0 241.0 2?5.0 205.3
****** 730302 740105 750514 760513 770329 781102 790306 R01121)
# OF READINGS
EXCEE.DIM3 260
» OF READINGS
EXCEEDING 150
20
38
45
46
53
48
11
RANGE
0- 55:
66-150:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
3
23
22
7
2
1
0
n
23
70
4fi
11
0
1
0
0
45
136
47
8
7
1
0
0
42
124
59
14
1
0
•>
n
34
135
60
12
6
0
0
0
48
126
58
12
0
0
c
0
44
147
44
7
0
0
0
0
45
157
29
2
0
o
o
n
D
****** IMDICATES MISSING OR INSUCF 1C IEINT DATA
45-6
-------
YEAR
TSP DATA SUMMARY FOR U.S.S.C. - YOUNSSTOWNt OH
SAROAD STATION « 367760003 SITE ID » 03
UNITS : MICROG°AMS/***3
1972 1973 1974 1975 1976 1977 197fl 1979 19P.O
OF READIN3S
54
61
59
59
57
57
GEOMETRIC MEAN: ****** 77.5 77.2
19.7 55.8 56.5 ST.R $&.?
GEOMETRIC S.D.: ****** 1.5 1.5 1 . 4 1.5 1.6 1.6 1.5
HIGHEST 1Y
****** 280.9 242.7 190.3 ??2.3 251.9 253.4 231.6 186.')
IST HIGHEST:
DATE :
****** 1P6.0 183.0 129.n 141.0 1^3.0 170.0 155.0 112.3
****** 730227 740216 751027 760B?2 77Q519 7P952* 7907?0 ^00421
2ND HIGHEST:
****** 176.0 177.0 126.0 1S9.H 159.0 143.0 14D.O 108.:
****** 730913 740105 750729 760915 770531 791104 790912 900209
ft OF READINGS
EXCEEDING 260
» Oc READINGS
EXCEEDING 153
RANGE
0- 65:
66-130:
1M-195!
196-260:
261-??5:
326-390:
391-455:
>455:
n
0
0
0
0
n
0
c
18
29
7
0
n
0
o
7
19
38
4
0
0
0
0
0
26
33
0
0
0
0
n
0
24
32
5
n
o
0
c
c
30
25
6
r
0
n
p
0
28
27
4
0
0
n
0
0
?7
27
3
0
0
0
0
0
2^
34
0
0
0
T
D
n
****** INDICATES MISSING OP INSUFFICIFNT HATA
45-7
-------
TSP DATA SUMMARY FOR U.S.S.C. - YOUNGSTOWNt OH
SARCUD STATION « 3677&003S SITE TD » 06
UMITS : *!ICROGRAMS/M**3
YEAR 197? 1973 1971 1975 1975 1977 1978 1979 1980
n Oc READINGS : 0 58 61 59 56 62 59 60 59
GEOMETRIC MEAN'. ****** 176.3 159.7 128.6 131.2 171.8 121.8 143.0 110.0
GEOMETRICS.3.:****** 1.6 1.6 1.5 1.7 1.6 1.6 1.6 1.7
HIGHEST 3Y
LARSEM EXTRP: ****** 655.9 615.8 395.1 589.7 702.1 186.2 557.0 190.o
IST HIGHEST: ****** 109.0 390.0 368.0 399.0 GOP.O 351.c 197.0 387.n
DATE : ****** 730128 711207 750301 760118 770513 781101 790702 R00203
2MD HIGHEST: ****** s&s.o 387.o 279.0 ?97.o 1*0.0 251.0 123.0 302.0
OATE : ****** 731106 710318 750512 7S1120 770302 780327 79D90«, 80012*
# OF READINGS
EXCEEDING 260 :0 11 831815*
« Oc READINGS
EXCEEDING 150 : 0 3? 35 22 25 38 22 ?9 1 *
RAMGE
o- &s:
66-130!
131-195:
196-260:
261-325:
326-390:
391-155:
>155:
0
0
0
0
f)
0
0
0
2
3
??
11
6
1
1
0
2
16
21
11
2
(,
Q
0
2
29
?2
3
2
1
0
0
8
16
21
7
1
0
J
n
1
15
?0
18
1
3
2
2
6
21
20
8
0
1
0
0
2
21
21
11
2
1
1
1
8
31
1 '4
?
3
1
n
0
****** INDICATES MISSING OR INSUFFICIENT DATA
45-8
-------
24-HR STANDARD EXCEEDANCE ROSE FOR
U.S.S.C. - YOUNRST,OWN« OH
(All Cases > 260 wg/m3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSF OF PRIMARY EXCEECANCES
SAPOAP « 3677600C5 3677fCOCf 3f776P003
SITE ID # 1 6 3
DIRECTION W> = X VKX U> = X U = X U
-------
24-HR STANCARD EXCEECANCF ROSE FOR
U.S.S.C. - YOUNGSTOWN, CH
(All Cases > 150 pq/rr)3 for 1972-1980)
X=0.900
COUNT/AVERAGE TSP OF SECONDARY EXCEEOANCES
SAROAD V
SITE 10 «
DIRECTION
N COUNT:
AVF TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
E!\JE COUNT:
AVE TSP:
E COUNT:
AVF TSP:
ESE COUNT:
AVF TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVE TSP:
su COUNT:
AVE TSP:
usw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WMU COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NINW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
367760005
1
W> = X
0
0.
0
0.
0
0.
0
0.
2
156.
4
228.
10
193.
9
190.
11
196.
18
201.
23
192.
17.
190.
4
189.
f.
16?.
4
163.
2
17?.
106
191.
W = X
0
0.
1
205.
0
0.
0
0.
0
0.
2
176.
6
223.
9
202.
5
?17.
10
195.
7
181.
17
241.
16
252.
9
319.
1
186.
0
0.
83
231.
w = X
0
0.
0
0.
0
0.
n
o.
0
0.
1
176.
0
0.
0
C.
1
153.
1
165.
0
0.
0
0.
0
0.
0
0.
o
C.
C
0.
3
165.
U
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, YOUNGSTOWN, OHIO
Stations used in update:
Continued operation: #1, #3, #6
New stations: None
Discontinued stations: None
Trends in geometric means:
A sharp decline in the geometric means at station #6 is seen in 1978.
However, by late 1978 the values partially recovered to previous levels.
Another sharp decline occurred at this site in 1980. Much less of an
effect is felt at station #1, which is more of a general urban site, and
at station #3, a background site.
Station #1 generated a Spearman correlation coefficient of -0.84, indicat-
ing a strongly negative overall trend. Station #6 generated a Spearman
correlation coefficient of -0.46, indicating a slightly negative overall
trend. Station #3 generated a Spearman correlation coefficient of -0.65,
indicating a moderate negative overall trend.
Attainment status:
Stations #1 and #6 were not in attainment of primary TSP standards 1978-
1980, while station #3 was in attainment.
Pollution roses:
The pollution rose for station #6 Indicates strongest contributions
from J4L coking. Stations #1 and #3 do not show any preferred directions
for large Impacts.
Standard exceedance roses:
There were no excursions beyond the 24-hour primary TSP standard at
station #3. At station #1, there were no primary excursions under
persistent winds that would have brought in U.S. Steel emissions. At
station #6, the majority of the primary excursions under persistent winds
would have Involved U.S. Steel emissions (prior to 1978) and/or J&L-Brier
Hill emissions.
45-11
-------
UNITED STATES STEEL
Geneva, Utah
EPA Region VIII
46-1
-------
Ili-Vol Monitoring Sites in the Vicinity of U.S. Steel Corpor.il ion, Oonev.i, llt.ih
X #2
X #3
X /H
-P> X #5
CTi
i
X #6
X #7
S A ROAD IT
Reference #
2OOO
Reference ft
3000
Reference *
4CXK)
Reference ti
5(X»
Reference 0
6000
Reference ft
7OOO
Site Name and Addrew
EPA 2
EPA 3
EPA 4
EPA 5
EPA 6
EPA 7
I'lant l-ooatlon from Site
Bearing Pittance
(km)
Open Hearth 150° 3.2
Sinter 143° 2. 9
Blast Fiirn 14O° 2. 5
Cohing 117° 2.6
Open Hearth 164° 2.9
Sinter 15R° 2.5
Blast Fnrn 158° 2.1
Coking 153° 2. 2
Open Hearth 175° 2.7
Sinter 170° 2. 2
RI.isr.Furn 172° 1.8
Coking 167° 2. 2
Open Hearth 193° 2.3
Sinter 198° t. 8
Blast Firm 209° 1. 5
Coking 203° 1. 4
Open Hearth 325° 2. 1
Sinter 335° 2. 4
Blast Furn 33 S° 2.9
Coking 340° 2. 8
Open Hearth 155° 4.8
Sinter 151° 4.5
Blast Turn 151° 4.0
Coking 148° 4. I
Elevation (m)
Above Ground MSI. Plant
3 1372 -15
3 1372 -IS
3 1381 -6
3 1390 3
3 1393 6
2 1373 -14
Site
Pesrrlptlon
SE corner of
Utah Co. chimp
SE corner of
solid waste
. processing
plant
yard of desertet
fnrm
Hlgiiway
rlglit of way
Farm
Roof of rest-
room bldg. at
rest area on
1-15
Nearest Roadway
Name Dlrectlon/Dlstilure Volume
(in)
(unknown - site no longer enists)
(unknown - site no longer exists)
Driveway (unknown- site no longer
(crushed exists)
Itone)
1-15 less than 50
Moderate
(unknown- site no longer exists)
1-15 NE 30 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.
-------
Ili-Vol Monitoring SitCf In the Vicinity of U.S. Steel Cornonlion. Ccm-va, Uf.ih
X #8
cn
I
CO
#10
#11
X #12
S A ROAD f
460800001
46O70OOOI
461 220001
460760001
460480001
461220003
Reference K
KXX1
Site Nime and Address
City/County Health Dept.
Provo
Center C State
Orem
Llndon
Pleasant Grove
lehi
Geneva
EPA 1
Plant location from Sit*
Rearing Distune*
(kin)
32O° 11.3
Open Heart li2H 4.2
Sinter 292° 4.2
Bliit Furn 205° 4. S
CoMng 29rf> 4. J
Open Heart 1.211° 4. 3
Sinter 214° 3.8
Blast Fiirn 22O° -1. 6
Coking 218° 3. S
191° - l»V 5.4
136° 11.8
Open Meirth 64° 0.6
Sinter 45° l.O
Blast Fiirn 2ff 1.3
Coking 33° 1.4
Open MeartlilSO0 2. S
Sl.rtei 12R° 2. 3
Blast Fiirn 121° 1.9
Coking 120» 2. I
Elevation (in)
Above Ground MSL Plant
12 1386 -1
4 I4SS «8
3 1442 55
3 1431 44
3 1386 -1
3 1378 -9
3 1372 -IS
Sit*
Description
RnlklliiR roof
(center of town)
RulMIng roof
Top of shed .it
edge of srtool
field
'(op of small
building near
High School
Corner of
school field
45 tn South of
USSC cooling
pond
USSC property
W astewnter
Wrtr
Nearest Roadway
Name Direction/Distance Volume
Im)
Center N 4S Light
University W 45 Moderate
100 S S 45 Very llgl«
100 E E 45 Very light
State (II. S. 89) W --- Moderate
Center S light
(st.itkm and building no longer In e xlstcnce)
Center W 6O light
Main S 60 light
100 S S ISO light
I -IS W 90 Moderate
Road circling (unknown - site no longer
coating pond exists)
(unknown - site no longer exists)
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.
-------
Salt Lake City/
International
Airport '
56 km
coke^
ins1!
1* \coke
sinter* v
lOpen Hearth
M
Foundry
Location of TSP monitoring sites in the
vicinity of U.S. Steel - Geneva, Utah.
46-4
-------
TSP 18 flONTH RUNNING GEOMETRIC MEANS ^**^^^^&,T
y T'J"^
1977
:*
"^"o" " ooo"
AAoODAAAA*
J A J 0
1978
o«-«gSoo
t
i"A"y 'i1-
1979
|0°ODoo
AA^*HI
y^'y 'i1
198«
LEGEND
SAROAO ID SITE ID
46e?eeeei 9
466769991 11
10
-------
YEAR
TSD DATA SUMMARY FOR U.S.S.C. - GENEVA* UT
SAROAO STATION * 4607Q0001 SITE ID *f 09
UNITS : MICROGRAMS/M**3
1972 1973 1971 1975 1976 1977 197ft 1979 1980
OF READINGS
213 279 322 243
GEOMETRIC MEAN: ****** ****** SO.O 65.3 RB.2 83.9 ****** ****** ******
GEOMETRIC S.3.: ****** ****** 1.7 1.9 1.6 1.6 ****** ****** ******
HIGHEST 3Y
LARSEN EXTRP:
****** ****** 404.5 398.6 3RD.9 348.0 ****** ****** ******
IST HIGHEST:
OAT: :
****** 241.0 268.0 578.0 409.0 442.0
****** 731211 740819 751220 7f0203 770205
******
****** ******
HIGHEST: ****** 231.0 242.0 430.0 326.0 425.0 ****** ****** ******
DATE : ****** 730920 740530 751221 760123 770204 ****** ****** ******
« OF READINGS
EXCEEDIMG 260
« OF READINGS
EXCEEDING 150
11
21
54
26
RANG"
0- 65:
66-130!
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
3
0
C
0
n
0
0
0
34
5<
ID
4
0
0
0
n
68
107
31
6
1
0
0
n
145
99
31
1
0
a
2
1
90
152
64
11
3
1
1
0
74
133
21
10
3
n
2
o
0
0
0
0
0
0
0
0
0
0
0
o
0
0
0
0
a
n
0
0
0
0
0
(5
****** INDICATES MISSING OR INSUFFICIENT DATA
46-6
-------
TSP DATA SUGARY FOR U.S.S.C. - GENEVA* UT
SAROAD STATION « 161220001 SITE ID » 10
UNIT? : V!CRr5G
YEAR
1972 1973 1971 1975 1976 1977 1978 1979 19«?0
» Or READIM3? :
206
317 2PR 208 2R8 337 339
356
GEOMETRIC *IEAN: ****** ****** 77.7 ss.8 118.9 83.6 73.7
71.1
GEOMETRIC S.D.: ****** ****** 1.8 2.0 1.8 1.7 1.9 1.7 1.9
HIGHEST 3Y
LARSENI EXTR=»: ****** ****** 115.5 192.8 721.0 380.3 501.7. 399.1 199.1
IST HIGHEST: ****** 316.0 566.0 577.0 733.0 116.0 271.0 211.0 739.P
DATE : ****** 7310?3 74Q512 751220 760516 77Q128 781026 790U3 80121=.
2ND HIGHEST:
DAT- :
****** 287.C 5*1.0 123.0 361.0 319.0 221.0 23?.0 693.0
****** 7JC907 71C927 751?19 760208 770206 781211 7901C1 901215
* Oe READINGS
EXCEEDING 250
» Oe READINGS
EXCEEDING 153
11
26
?9
15
?8
3r>
31
32
o- ss:
66-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>155:
0
0
3
0
0
0
0
n
77
1«8
13
1
2
0
0
0
112
187
37
£
3
0
C
2
127
123
20
11
3
2
1
1
32
71
6'
* 0
15
?
C
1
P«
151
31
5
6
0
1
r,
116
159
55
6
1
0
0
0
93
181
59
3
P
0
0
0
150
159
25
»
1
-,
>
7
****** INDICATES MISSING OR INSUFFICIENT DATA
46-7
-------
TS=> DATA SUMMARY FQP U.S.S.C. - GEMEVA, UT
SAROAD STATION « 460760001 SITE ID « 11
UNITS : MICROGRAMS/M**3
YEAR 1972 1973 1974 1975 197& 1977 1978 1979 1980
n OF READINGS : 0 130 335 313 303 346 328 283 341
GEOMETRIC MEAN: ****** ****** fp.7 $1.5 g o . n j%fn 6g.6 77.3 «,5.9
C EO ME TRICS.D. :************ 1.9 2.1 1.9 1.8 1.9 1.7 1.9
HIGHEST 3Y
LftRSEM EXTR=>: ****** ****** 4?1.5 524. « 5S9.3 ^5^.1 ^51. 3 385.?,
1ST HIGHEST: ****** 1*.?.Q 645.0 859.0 477.!? 436.0 ?42.0 249.0 637. ?
DATE : ****** 731216 74S521 750219 760202 770205 781116 790506 801213
2ND HIGHEST: ****** IAO.D 4.^0.0 66i.o 354.0 390.0 214.0 246. o 625.0
DATE : ****** 730831 74C927 751220 760218 7701?« 781117 790104 <"51?1^
» OP READIM3S
EXCEEDING 250 : 0 0 4 6 10 8 0 0 13
» OF READIM3S
EXCEEDING 153 : P 3 17 3" 70 43 22 25 ? =»
0- 65:
66-130:
131-H5:
196-260:
261-325:
3?6-?90:
391-455:
>455:
0
0
0
n
0
0
n
0
69
55
c
0
0
0
0
Q
134
176
Ifl
3
1
1
n
2
1*0
111
23
8
2
1
1
9
89
134
41
29
7
2
0
1
122
163
3f
17
3
4
1
0
123
163
'0
3
n
0
0
0
95
143
3*
6
0
0
^
0
169
137
2?
2
a
2
*
4
****** INDICATES HISSING OR INSUFFICIENT D&TA
46-8
-------
UPDATED AIR QUALITY EVALUATION - U.S. STEEL, GENEVA, UTAH
Stations used in update:
Continued operation: #10, #11
New stations: None
Discontinued stations: #9 (1977)
Trends in geometric means:
Graphs of 12-month running geometric means for stations #10 and #11
showed rising values from early 1978. Peak values were reached by both
stations in mid-1979, and a decline followed to the end of 1980. During
the periods of growth/decline, station #10 consistently showed geometric
means larger than those of station #11. During the peak value period,
both stations showed essentially the same values.
Attainment status:
Stations #10 and #11 were not in attainment of primary TSP standards for
1978-1980.
Pollution roses:
No pollution roses were constructed since computer compatible representa-
tive wind data were not available.
Standard exceedance roses:
Exceedance roses were not constructed because representative wind data
were not available. However, inspection of the TSP data for stations #10 and
#11 suggests that the worst pollution occurs during regional stagnation
conditions.
In years that sustain a large number of excursions past the 24-hour
primary standards, extremely high TSP levels at both stations came from a
limited number of multiple-day episodes. In December of 1980, for example,
there was a 9-day episode where TSP values at both stations sustained concen-
trations in excess of 300
46-9
-------
WHEELING-PITTSBURGH STEEL
Follansbee, West Virginia
Region III
47-1
-------
-ii-. oi Vlonitonn3 Sites .n me Vicinir, or •'"-.e
Fculmsbee. A-st
X 72
'.'3
X '-'4
SAROAD 1
50-0500-
004-F02
36-4420-
001 -W2
36-6420-
013-101
36-6420-012
36-6420-023
101, P01, 109
Site Name and Address
Middle Scliool
Main Street
follansl.ee, W. Va.
Mingo Junction City Hall
Commercial Street
Mingo Junction, Oiiio
Jefferson Co. Court liouse
Market Street
Steubenville, Ohio
Jefferson Co. Services
Bldg.
(\VashingtonSchool)
814 Adamf Street
Steubenville, OH
Plant Location from Site
Bearing Distance
Boilers G Coke
Batteries
310° 1. * km
Sintering Plant
270° 0.3 km
Boilers G Coke
Batteries 2. 5 i^,,
Sintering Plant , ,
230 1.8 km
Boilers G Coke
Batteries , „ ,
1600 L8 km
Sintering Plant
1530 2. 9 km
Boilers 6 Coke
Batteries , ,
1400 2. 1 km
Sintering Plant 3- 3 I"1
Elevattou.(u» meters)
Above Ground MSL Plant
15 238 30
6 219 12
24 241 33. S
9 247 40
Site
Description
Rooftop
Source Oriented
to steel making
Rooitop
Commercial
Industrial
Rooftop
Downtown
Rooftop
Urban
Residential
Nearest Roadway
Name Distance/Direction Volume
State Rt. 2 45 m/West 4-lane
Moderate
Commercial 20 ni/East Jr1^1*
Street Moderate
State Rt. 7 120 in/lust 4-lane
Heavy
Market St. 15 m/bouth 4-lane
Moderate
State Rt. 7 ISO ni/East 4-lane
Heavy
Adams St. 15 in /North 2-Une
tiglit
Market St. 180 m/North 2 -Lane
Ugte
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 mis 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, 3
II
VG
N.B. See Table 5 in Methodology secti
Wheeling
Pittsburgh
Steubenville
North Works
URGH STEEL
Wheeling Pittsburgh
Mingo Junction
TSP roses for Wheeling-Pittsburgh Steel -
Follansbee, West Virginia, for the period
1978-1980 for cases of w>0.85. Each
circle represents 50 ug/m^.
47-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Wheeling-Pittsburgh Steel--Follansbee, WV
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitoring i
#1
0
0
0
0
1
0
7
4
2
1
2
1
0
2
2
_4
26
>1te Numbers
#3
0
0
0
0
2
0
14
5
2
2
2
1
0
3
2
_5
38
47-4
-------
TSP 12 P10NTH RUNNING GEOHETRIC MEANS
-------
TSP DATA SJ^MARY FOR WHEE L I M 3-»I TTS3URGH - FDLLAMS3:E» UV
SAR">AD STATION « 500*30004 SITE ID n 01
UNITS : ^IC
YEAR
197? 1973 1Q74 1975 1976 1977 197P 1979 1980
r REA3IN3S :
71
54
29
40
57
GEOMETRIC MEA^! ****** ****** 164.0 173.1 163.8 107.4 ****** 119.9 96.3
GEOMETRIC S.D.: ****** ****** 1.7 1.8 1.6 1.5 ****** 1.5 1.5
HIGHEST 3Y
LARSEM EXTRP: ****** ****** S41.0 92^.6 675.5 382.5 ****** 33S.9
IST HIGHEST:
DATE :
279.0 475.0 598.0 675.0 477.0 280.0 257.0 359.0 315.0
72041R 730910 741009 753220 760610 770413 780526 790930 801223
DAT
HIGHEST: 275.0 376.0 577.0 511.0 410.0 212.0 104.0 2*5.0 192.0
: : 72(?607 731018 740709 750423 760412 77T513 780601 790421 800503
X Or READIN3S
EXCEEDIM3 250
# OF READI'MSS
EXCEEDING 153
32
18
44
13
37
15
11
RA^SE
0- 65:
55-130:
131-195:
196-250:
261-325:
326-390:
391-455:
>455:
6
10
11
7
2
0
o
0
0
•>
1
3
0
1
D
1
3
1*
14
14
4
3
1
2
4
14
24
11
10
5
1
p
T
J
17
21
10
R
T
1
1
P
28
16
3
1
P
3
n
7
1-5
6
1
0
0
0
0
3
19
15
>
0
1
0
0
11
33
12
n
1
n
n
T
****** INDICATES MISSING OR INSUFFICIENT DATA
47-6
-------
YEAR
DATA SUMMARY FOR WHALING-PI TTS3URGH - FOLLANS3EE* UV
SARIA!) STATION * 366420013 SITE ID * 03
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 197ft 1977 1978 1979 1980
61 61
59
49
****** ****** ****** ****** i4i.B 105.4 109*3 9^.4 9S.7
;EOMETRIC S.D.: ****** ****** ****** ****<
l.R 1.7 1.8 1.7
HIGHEST =5Y
LARSEM EXTR":
****** ****** ****** ****** B72.P 597.8 5ft4.0 "5^6.7 427.7
IST
DATE
****** ****** ****** ****** 788.0 386.0 553.0 294.0 205.5
****** ****** ****** ****** 7«,0909 770413 781104 79D220 R003?«
?MD HIGHEST
DATE :
****** ****** ****** ****** 380.0 316.0 279.0 253.0 203.0
****** ****** ****** ****** 7^0^04 770419 7^0719 795530 90091?
* Oc HEADINGS
EXCEEDING 263 :
EXCEEDING 150 :
10
33 21
RANGE
0- 65:
tfe-130:
131-195:
196-2SO:
251-32'5:
326-390:
391-455:
>455:
•3
Ti
0
o
0
p
o
0
0
0
0
0
0
n
0
0
0
n
0
C
o
0
n
0
0
c
0
c
0
0
0
0
9
14
15
13
7
3
0
0
14
2*
16
6
1
1
0
0
11
27
14
4
1
0
0
1
14
2ft
15
?
2
3
0
0
11
?1
15
2
3
1
1
•1
****** IMDI:ATES
NG OR IMSUCFICIE:NT
47-7
-------
24-HR STANDARD EXCFEDANCF ROSE FOR
WHEELING-PITTSBURGH - FOLLAMSPEE, WV
(All Cases > 260 yg/m3 for 1972-1980)
X=0.850
COUNT/AVFPAGF TSF OF PRIMARY EXCEEDANCES
SAROAD # 500500001 366420C13
SITE ID * 1 3
DIRECTION W> = X U = X WO
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF. TSP:
ENE COUNT:
AVE TSP:
E COUNT:
AVF TSP*.
ESF COUNT:
AVE TSP:
SF COUNT:
AVF TSP:
SSF. COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
usw COUNT:
AVE TSP:
u COUNT:
AVE TSP:
WMW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVE TSP:
0
D.
0
0.
0
0.
c
0.
0
0.
c
c.
n
0.
0
0.
0
0.
0
0.
4
384.
1
333.
0
0.
n
r .
i
357.
1
315.
7
363.
0
0.
0
n.
0
0.
0
0.
n
0.
c
0.
n
0.
c
c.
c
p.
i
2PO.
1
2P4.
1
32C3.
C
P.
?
445.
1
3S<5.
0
0.
f-
357.
0
0.
0
0.
0
0.
0
0.
0
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.
n
c.
0
0.
0
0.
1
553.
0
0.
n
n.
2
287.
1
316.
0
0.
1
38ft.
0
0.
0
0.
n
0.
n
n.
l
265.
C
0.
(•
34°.
47-8
-------
24-HR STANDARD EXCEEPANCE ROSE FOR
WHEELING-PITTSBURGH - FOLLANSBEE, WV
(All Cases > 150 yg/m3 for 1972-1980)
X=0.fl50
COUNT/AVERAGF TSP OF SECONDARY EXCEEDANCES
SAROAD » 500EC0004 ?
SITE ID * 1 3
DIRECTION U>=X U=X U
-------
UPDATED AIR QUALITY EVALUATION -
WHEELING-PITTSBURGH STEEL, FOLLANSBEE, WEST VIRGINIA
Stations used in update:
Continued operation: #1, #3
New stations: None
Discontinued stations: None
Trends in geometric means:
The 12-month running geometric means for stations #1 and #3 continued
in a general long term decline. Geometric means at station #3 rose
temporarily in 1979 and began declining from that point. Geometric means
for station #1 could not be computed for most of 1979; however, the
December 1979 value is significantly higher than the values occurring in
late 1978.
Attainment status:
Stations #1 and #3 continued in nonattainment of primary TSP standards.
The number of TSP observations at station #1 was insufficient for 1978 to
determine status for that year.
Pollution roses:
Pollution roses for station #1 and #3 indicate decisive impacts from
the Follansbee facility; substantial TSP levels are transported to each
station from directions containing plant operation, but similarly high
levels are brought in from other directions as well. Impacts of the
International Milling and Sintering operations are noted at station #1 for
example.
Standard exceedance roses:
At station #1, a total of 13 excursions beyond the 24-hour primary
standard were recorded. Of these cases, seven occurred under persistent
winds. All seven persistent cases involved transport from directions
containing plant operations; five implicated the sintering operation as a
source, and the other two implicated the coking operation as a source.
Station #3 registered no primary excursions under persistent winds.
47-10
-------
WHEELING-PITTSBURGH STEEL
Monessen, Pennsylvania
Region III
48-1
-------
Hi-Vol Monitoring Sites - Wheeling-Pittsburgh Steel, Monessen, PA
S A ROAD f
391 56000 5F01
395920512F01
Site Name
Charleroi Waste Treatment
Plant (Copams)
Monessen Municipal*
Building
Plant Location from Site
Bearing Distance
(clockwise) (km)
From
20° 2. 1
To
45° 2. 4
From
312° 0. 3
To
285° 1.2
Elevation
Height of Hl-Vol Elevation Dlff.
Inlet Above Ground Site -Plant
(m) (m)
1 (-) 3
10 6
Site
Description
Part gravel,
part grass plot
Building roof
(gravel)
Nearest Roadway
Name Directlon/Dktance (m) Volume
S/3 Paved driveway,
light traffic
Rt. 88 W/275 Paved rObd,
moderate traffic
N/610 Bridge, moderate
traffic
Rt. 906 N/12 Paved road,
moderate traffic
W/9 Paved road,
light traffic
S/12 Concrete road,
light traffic
Rt. 906 SSW/92 Paved road,
moderate traffic
-Ji.
oo
i
* Denot-s critical site.
-------
Wind Data Representativeness
Station # Terrain Distance Rating
H
U
Comment: At this distance the
representativeness of the meteorology
is questionable.
N.B. See Table 5 in Methodology sectio
\
_____ Defines river valley
610 m
TSP roses for Wheeling-Pittsburgh Steel
Monesson, Pennsylvania, for the period
1978-1980 for cases of ^>0.85. Each
circle represents 50 ug/m3.
48-3
-------
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Wheeling-Pittsburgh Steel—Monessen, PA
Monitoring Site Numbers
#!_ #2
6 7
0 1
5 6
3 2
1 1
3 3
6 4
2 2
2 2
3 3
11 9
11 8
12 9
5 6
5 5
1 1
Total
76
69
48-4
-------
TSP 18 nONTH RUNNING GEOMETRIC MEANS (UC/H«3) FOR UHEELING-PITTSBURGH - MONESSEN, PA
03
I
cn
S
P
U
G
/
n
*
x
3
L.JV
800 —
150 —
-
100 —
~
50 —
0
PRIMARY
SECQMPA8V . .
1973
A
*
1974
kA
A
A
A
I'T'i'T
1975
<
A *A
A
A
'A
+«-.
i11^11]'^
1976
i
A
A
-f+++ "**++
1977
A
A
' A
"*•***.
• - •*+.-.- 7 ~^»ti
1978
"—
1979
1980
LEGEND
SAROAD ID SITE ID
+ 391560005 1
395980518 Z
-------
TSP DATA SUMMARY rOR WHEELING-PITTSBURGH - MONESSEM, PA
SA3DAD STATION ft 391560005 SITE ID » 01
UNITS : MICROSRMS/M**?
YEAR 197? 1973 197* 1975 1976 1977 1978 1979 19BO
n 0" READINGS : 0 0 0 0 57 60 60 51 45
GEOMETRIC ^EAN: ****** ****** ****** ****** 53.3 63.9 59.3 £2.9 66.9
GEOMETRIC S.3.: ****** ****** ****** ****** i . e, i . g, 1.7 i . t, 1.5
HIGHEST 3Y
LARSEV EXTR3: ****** ****** ****** ****** 262.4 262.6 258. 6 237.6 219.2
DATE :
TATE :
» OF READINGS
EXCEEDING 260 :
« Oc HEADINGS
EXCEEDING 153:
RANGE
0- 65:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
****** INDICATES MISSING OR INSUFFICIENT DATA
48-6
0 0 0 0
0000
n o o o
0000
0003
0000
0000
0000
0000
1 3 0 D
1^3. 0
760«04
141.0
760822
0
1
26
27
4
0
0
0
0
0
1 f 1.0
77021s
154.0
770419
0
2
29
27
4
n
0
n
0
0
21 2. 0
781104
14?. 0
780526
0
1
35
23
1
1
0
0
0
0
Z01 .0
790322
149.0
7934?!
0
1
25
22
3
1
0
0
0
0
R00626
112.0
R00726
0
1
17
29
0
n
0
*
"
r)
-------
YEA*
TSP DATA SUMMARY FOR WHEEL I NG-PI TTSBURGH - MONESSEN* PA
SAROO STATION # 395920512 SITE ID « 0?
UNITS : MICR03RAMS/M**3
1972 1973 1974 1975 197S 1977 1978 1979 1980
* OF READINGS
30
55
45
GEOMETRIC MEAN: ****** ****** IS?.1 113.4 149.4 116.6 96.4 ****** 109.5
GEOMETRIC S.D.: ****** ****** 1.5 1.7 J.f 2.0 1.8 ****** i.$
HIGHEST 3Y
LARStN EXTRP: ****** ****** 54S.1 53L1 G29.R 945.9 56-8.9 ****** 409.4
IST HIGHEST:
DATE :
****** 336.0 377.0 425.0 739.0 427.0 ?57.0 251.D ?S5.3
****** 73102* 741125 7511?0 7fl015 770302 781104 79D421 901111
2ND HIGHEST:
DATE :
****** 184.0 363.0 302.0 785.0 3R4.0 252.0 203.0 245.0
****** 730907 740204 75010*. 7f.0406 770218 780520 790403 R00421
» OF READINGS
EXCEEDING 260
n OP READINGS
EXCEEDING 150
12
24
18
11
RA^GE
0- 65:
66-130:
131-195:
196-2SO:
261-325:
326-390:
391-455:
>455:
0
n
0
a
n
Q
1
0
4
19
->
0
0
1
0
0
0
23
17
15
3
?
0
0
?
25
p
4
2
0
1
0
2
22
1°
7
3
a
0
2
in
25
10
6
5
T
1
0
15
22
12
8
0
0
0
0
3
23
in
3
1
n
0
0
7
23
D
4
1
0
1
a
****** IMDICATFTS PISSING OR T NSUrF 1C I T'JT DATA
48-7
-------
24-HR STANDARD EXCEEDANCE RCSE FOR
UHEELIIVG-PITTSDURGH - MONESSENt PA
(All Cases > 260 uq/m3 for 1972-1980)
X = 0. K5 0
COUNT/AVERAGE TSP OF PRIMARY EXCEEDANCES
SAROAD n 391560005 355920512
SITE ID « 1 ?
DIRECTION W>=X U=X W
-------
24-HR STANDARD EXCFEDANCE ROSE FOR
UHF.ELIKOPITTSBURGH - MONESSEN» PA
(All Cases > 150 wg/m3 for 1972-1980)
X=0.850
COUNT/AVERAGE TSP OF SECONDARY 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:
ESF COUNT:
AVE TSP:
sr COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVE TSP:
ssu COUNT:
AVE TSP:
sw COUNT:
AVE TSP:
wsw COUNT:
AVF TSP:
u COUNT:
AVE TSP:
UNU COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
391560005
1
W> = X
0
0.
n
0.
0
0.
n
0.
0
0.
0
0.
0
0.
0
0.
1
171.
n
0.
0
0.
0
n.
n
0.
n
0.
0
0.
n
c.
i
171.
u =
7
202
0
0
1
218
0
0
1
m
0
0
3
190
2
304
3
274
1
297
5
207
6
245
4
210
13
183
15
230
7
?48
6?
221
2
X W
-------
BAP MONTHLV ARITHMETIC MEANS (NG/MXX3) FOR UHEELING-PITTSBURGH - I10NESSEM, PA
CO
I—'
o
t<0 —
30-
C
0
N
C
E
N
T
R
A
T
i 20-
0
N
N
G
n
*
*
3 10-
J A J 0
1973
J A J 0
1974
J A J 0
1975
J A J 0
1976
1 1 1 M 1 1 1 1 1 1
J A J 0
1977
+
+
+
+
+
i i i 1 1 i i i 1 1 i
J A J 0
1978
+
+
+
+ + H
+
+
1 1 1 1 M 1 1 1 1 1
J A J 0
1979
i i i
-t-
+
-I-
-
i i i i i 1 1 i i i i
J A J 0
1980
LEGEND
SAROAD ID SITE ID
+ 395930518 02
-------
_—_ Define* river valley
610 m
J
BaP roses for Wheeling-Pittsburgh Steel
Moness«n, Pennsylvania, for the period
1978-1980 for cases of w >0.80. Each
circle represents 15 ng/m^.
48-11
-------
UPDATED AIR QUALITY EVALUATION -
WHEELING-PITTSBURGH STEEL, MONESSEN, PENNSYLVANIA
Stations used in update:
Continued operation: #1, #2
New stations: None
Discontinued stations: None
Trends in geometric means:
The 12-month running geometric means for both stations continued the
general decline that began in 1977 with values at station #2 tending to
be substantially larger than those for station #1. Data losses in late
1979 and early 1980 precluded calculating geometric means for most of
1980, but the closing value for 1980 at both stations was higher than the
closing value for 1979.
Station #1 displayed a moderately negative overall trend (Spearman
correlation coefficient of -0.61); station #2 displayed a moderately
strong negative trend (-0.76).
Attainment status:
Stations #1 was in attainment of primary TSP standards for 1978-1980.
Station #2 was not in attainment for 1978 and 1980; insufficient data
recovery in 1979 precluded attainment estimation for that year.
Pollution roses:
The pollution rose for station #2 indicates strongest impacts generally
from directions containing plant operations. The complex terrain and
curvature of the river valley in the immediate plant vicinity preclude
strict interpretation without more sophisticated wind monitoring in the
valley.
Standard exceedance roses:
Station #1 registered no excursions beyond the 24-hour primary standard.
Station #2 registered a total of 25 primary excursions, 13 of which
occurred under persistent regional winds. Roughly one-half of these
primary excursions under persistent regional winds would have involved
transport from the plant operations.
48-12
-------
BaP:
BaP levels at station #2 were consistently high during 1978-1980.
On days with persistent winds, largest contributions (> 80 ng/m3)
were from the quadrant where coke production and other mill operations
occur.
48-13
-------
WHEELING-PITTSBURGH STEEL
Steubenville, Ohio
EPA Region V
49-1
-------
Wheeling Pittsburgh Steel Corporation, Steubenville North Works, Steubenville, Ohio
SAROAD »
36-6420-004-
102
36-6420-012-
101
36-6420-013-
101
36-4420-001-
102
50-0500-004-
F02
Site Name and Address
Carfield School
936 N 5-h Street
Steubenville, Ohio
Jefferson Coanty Services
Building
(Washington School)
814 Adams Street
Steubenville, Ohio
Jefferson County Court
House
Market Street
Steubanirille, Ohio
Mingo Junction City Hall
Com.Ti^rcial Street
Mingo Junction, Ohio
Follansb33 High School
Main Street
Follansbee, West Virginia
Plant Location from Site
Bearing Distance
(Km 1
190° 2. 6
155° 1.25
1903 1.2
345° 3. 2
307° 2. 3
Elevation
Above Ground MSL Plant
9 218 14
9 247 43
24 241 37
6 219 15
IS 233 34
Site
Description
Rooftop
Urban
Residential
Rooftop
Urban
Residential
Rooftop
Downtown
Rooftop
Commercial
Industrial
Residential
Rooftop
Source related
to steel making
Nearest Roadway
Name Direction/Distance Volume
Federal Paper Boards 400 meters Paper
Incinerator
Route 7 E 30 meters 4 lane-
heavy
Railroa-J E 45 msters 2 tracks
Ohio River E 90 meters moderate
barge traffic
Adams Street N 15 meters 2 lane light
Market Street N 180 meters 2 lane light
Market Street S 15 meters 4 lane
moderate
State Rt 7 E 150 meters 4 lane
heavy
Commercial St E 20 meters 2 lane
moderate
State Route 7 NW 120 meters 4 lane
heavy
State Route 2 W 45 meters 4 lane
moderate
Wheeling Pittsburgh
Sintering Plant W 300 meters
#1
I
ro
#4
-------
Wind Data Representativeness
Station # Terrain Distance Rating
1, 2
II
E-VG
II
4, 5
II
D
VG
N.B. See Table 5 in Methodology section.
WHEELIN
WHEELING PITTSBURGH SOU
TSP roses for Wheeling-Pittsburgh Steel
Steubenville, Ohio, for the period 1978-
1980 for cases of w>o.85. Each circle
represents 50 Mg/m3.
49-3
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Wheeling-Pittsburgh Steel—Steubenville, OH
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
wsw
w
WNW
NW
NNW
Total
Monitoring Site Numbers
#1
0
0
0
0
1
0
7
0
2
1
1
1
0
1
1
2
17
#2
1
0
0
0
2
4
48
23
5
10
4
2
2
7
17
7
132
#3
0
0
0
0
2
0
14
5
2
2
2
1
0
3
2
5
38
#4
0
0
0
0
2
0
16
5
1
2
2
1
0
3
2
5
39
#5
0
0
0
0
1
0
7
4
2
1
2
1
0
2
2
4
26
49-4
-------
VO
cn
TSP 12 MONTH RUNNING GEOMETRIC C1EANS (UG/NK3) FOR UHEELING-PITTSBURGH - STEUBENUILLE, OH
356-
sea—
S
P
u
G
n
»
15C —
iee-
50-
o
o o
*v° D
*+ ^ 00
PRINARV
.V
°o +
"I* *
o ++ +
no _•
A A
tt
1973
1974
ao Ao
o
"o
00°
+.1*
ODD'
1975
1976
1977
1978
FTFT
LEGEND
SAROAD ID SITE ID
•h 366426664 1
566566664 5
364426661 4
1979
198*
-------
TSP 12 MONTH RUNNING GEOMETRIC MEANS CUG/n«3> FOR UHEELING-PITTSBURGH - STEUBENVILLE. OH
T
S
P
U
G
PI
X
*
3
cao —
200-
150-
-
1M:
-
-
50-
0 —
PRIHARV
SfCQHJ*l?Y
J A J 0
1973
**
J A J 0
1974
*V,
i 1 1 i i i i 1 1 1 i
J A J 0
1975
V
A,
1 1 1 1 1 1 1 1 1 1 1
J A J 0
1976
+ +
>tf" + A++
" "^
A
1 1 1 1 1 1 1 1 1 1 1
J A J 0
1977
*>~s
i i i 1 1 i M irr1
J A J 0
1978
^.
T 1 1 1 1 1 1 1 1 1 1
J A J 0
1979
++"1" +-H.
A^AAA^A,
1 1 1 1 1 1 1 1 1 1 1
J A J 0
198*
LEGEND
SAROAD ID SITE ID
366430813 3
366420012 8
-------
YEAR
TSP DATA SUMMARY FOR WHEELING-PITTSBURGH - STEUBENVILLE» OH
SAROAD STATION » 366420004 SITE ID » 01
UNITS t MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 197fl 1979 1980
OF READINGS :
51
59
57
SO
GEOMETRIC MEAN: 152.8 1*8.2 179.7 134.4 134.0 104.9 102.0 ****** ******
GEOMETRIC S.D,
1.8 1.8 1.8 1.8 1.9 1.8 1.8 ****** ******
HIGHEST 3Y
LARSEN EXTRP:
839.2 770.3 1012.1 69*.6 832.2 583.7 589.5 ****** ******
IST HIGHEST:
DATE :
605.0 563.0 480.0 435.0 422.0 ?02.0 343.0 ****** ******
720221 730221 743336 750124 760909 770413 781104 ****** ******
2ND HIGHEST:
DATE :
389.0 462.0 433.0 314.0 395.0 285.0 295.0 ****** ******
720830 730122 740129 750R10 761120 770218 781011 ****** ******
» OF READINGS
EXCEEDIMS 2SO
# OF READINGS
EXCEEDING 150
10
25
19
35
26
25
20
18
RAN3E
0- 65:
56-no:
131-195:
196-260:
261-325:
326-390:
391-455!
>455:
5
15
9
13
5
3
•1
1
5
2?
13
9
3
4
1
•>
4
13
14
7
8
6
4
1
8
20
15
10
6
0
1
0
10
I1?
19
11
3
1
•>
0
12
22
20
5
2
0
0
0
15
21
16
6
1
1
0
0
0
0
0
0
0
0
0
0
0
T
o
r\
0
o
o
n
****** INDICATES MISSING OR INSUFFICIENT DATA
49-7
-------
TSP DATA SUMMARY FQR UHEEL I NG-P I TTSBLIRGH - STEUBEN V I LLE , OH
SAROAO STATION « 366420012 SITE ID » 02
LIMITS : wiCR03PAMS/M**3
Y-A* 157? 1973 197* 1975 1976 1977 197g 1979 1930
« OF READINGS : 0 0 364 365 366 ?65 10 565 366
^EO^ETRIC MEAN: ****** ****** i4e.6 131.9 125.1 98. i ****** 37.4 79.5
GEOMETRIC S.D.: ****** ****** 1.9 1.9 2 . 0 1.p ****** Uq 1<7
HIGHEST 9Y
LARSEM EXTRP: ****** ****** 95R.2 932.1 ^66.C 579.1 ****** 52S.2 382.0
1ST HIGH'ST: ****** ****** 69ft. 0 664. 0 626.0 424.0 553. C 35?. 0 239.3
DaT- ^ ****** ****** 741109 751118 7^0*15 770311 781104 79D221 R00927
HIGHEST: ****** ****** &o5.o 636.0 548. o 785. o 233.0 339.0 220.0
DAT-" : ****** ****** 741D10 751120 760610 770717 7ftl21fi 790318 800421
« 0- ^EA3I\I3S
FXCEEDIMG 260 : 0 0 70 54 56 15 1 6 i
H OF READINGS
EXCEEDING 15G : 0 0 189 176 143 88 4 74 46
RAM3E
o- ss:
66-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
0
0
0
0
0
0
0
0
a
n
o
0
0
0
0
0
39
11?
88
55
32
15
7
16
54
114
=?0
53
21
17
7
Q
66
112
87
45
31
9
7
9
91
151
83
25
7
7
1
0
1
5
2
1
0
0
0
1
109
149
78
23
4
•>
n
n
12?
172
59
7
0
D
0
r»
****** IVDICATES MISSING OR INSUFFICIF.MT DATA
49-8
-------
YEAR
TSP DATA SUMMARY FOR WHEELING-PITTSBURGH - STEUBENVILLEf OH
SARQAD STATION * 366420013 SITE 10 « 03
UNITS : <1ICROGRA«1S/H**3
1972 1973 1974 1975 197?, 1977 1978 19?9 1990
READINGS
58
GEOMETRIC V; A V : ****** ****** ****** ****** I 4 1 * 8 H § * * 109,3 95.4 96.7
GEOMETRIC S.D*: ****** ****** ****** ******
i,g
1.7
HIGHEST «JY
LARSEN EXT9P: ****** ****** ****** ****** «72,<3 -597. fi 569.0
*
?
?
0
1
0
****** IVDICATES MIS3JNS OR I \SUCF 1C I F»'T DATA
49-9
-------
• TSP OATA SUMMARY FOR WHEELING-PITTSBURGH - STEUBENVILLE» OH
SAROAD STATION « 364420001 SITE ID « 04
UNITS : MICROG»AMS/w**3
YEAR 1972 1973 19M 1975 1976 1977 1978 1979 1980
« nr READINGS : 50 51 58 60 61 61 58 59 59
GEOMETRIC MEAN: 161.6 185.8 202.3 146.A 158.2 130.9 131.0 1 *H.6 123.3
GEOMETRIC S.D.: 1.7 1.6 1.7 1.7 1.7 1.6 1.6 1.6 1.5
HIGHEST 3Y
LARSEM EXTR': 743.3 793.7 95?.3 708.8 746.2 540.2 476.8 537.6 473.4
IST HIGHEST: 426.0 553.0 667.o 533.0 410.0 357.0 343.0 355.0 293.0
OATE : 720608 730227 740908 750130 760319 770308 781104 791105 R00116
2ND HIGHEST: 364.0 526.0 475.0 455.0 ^92.0 308.0 3C9.0 334.0 250.0
9ATE : 721211 730901 741T26 753124 760418 770218 780526 790322 B01223
# OP READINGS
EXCEEDING 260 : 9 12 19 5 13 3 3 5 1
« Or READINGS
EXCEEDING 15D : 99 32 40 32 3=5 27 23 31 14
0- 55:
66-130:
131-195:
196-760:
261-325:
326-390:
391-455:
>455:
?
13
15
11
4
4
1
a
1
12
16
n
s
1
3
3
2
13
12
12
6
7
3
3
*
19
24
8
2
0
2
1
2
22
15
9
7
4
2
J
6
21
20
11
2
1
0
r
"
20
2
-------
YEAS
DATA SUMMARY FOR WHEELING-PITTSBUR5H - STEURr. NVILLE* OH
SAR3AD STATION * 50050103* SITE ID « 05
UNITS : MICROGRAMS/M**3
1972 1973 1974 1975 1976 1977 197fl 1979 1980
0- READINGS !
36
57 71
64 56
29 40
57
r>EO*IETRIC MEAN: ****** ****** 164.0 173.1 163.8 107.4 ****** HS.9 96.?
GEOMETRIC S.D.: ******
1.7 1.8 1.6 1.5 ****** 1.5 1.5
HIGHEST 3Y
LARSEM EXTRP:
****** ****** 341.C 924.6 675.5 382.5 ****** 34=55:
6
10
11
7
2
0
0
0
0
2
1
3
0
1
0
1
3
16
14
14
4
3
1
2
4
14
94
11
10
5
1
•>
•*,
17
21
10
R
3
1
1
ft
28
15
3
1
0
0
0
7
15
6
1
0
0
0
n
3
19
IT
?
0
1
0
D
11
33
I?
a
i
0
r\
T
****** INDICATES MISSING OP INSUFFICIENT DAT*
49-11
-------
24-HR STANDARD EXCFFDANCE ROSE FOR
WHEELUC-PITTSRURGH - STEUBF.NVILLE, CH
(All Cases > 260 pg/m3 for 1972-1980)
x=o.R5n
CCUNT/AVFRAGF TSF OF PRIMARY EXCEEDANCES
SAROAD «
SITF ID U
TTRFCTION
N COUNT:
AVF TSP:
NME COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
FINE COUNT:
AVF TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVF. TSP:
SE COUNT:
AVE TSP:
S?E COUNT:
AVE TSP:
s COUNT:
AVF TSP:
s s w COUNT:
AVF TSP:
sw COUNT:
AVF TSP:
u s v COUNT:
AVF TSP:
w COUNT:
AVF TSP:
UMW CTUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
366
W> =
0
n
o
0
0
0
0
g
0
0
0
0
2
328
n
0
?
425
0
0
4
34*
n
n
0
C
]
3C4
0
n
0
0
c
354
4200C4
1
X W = X
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
0
0.
c
0.
0
0.
4
'84.
1
333.
0
0.
0
0.
1
357.
1
315.
7
363.
r o o o 4
5
w =
rj
0
0
0
0
0
0
0
0
r
0
0
1
424
1
357
P
277
0
0
2
322
n
0
n
0
0
0
0
0
n
0
t
330
420001
4
X U = X
0
0.
0
0.
0
c.
0
0.
0
0.
0
c.
0
0.
0
0.
n
0.
0
0.
0
0.
0
c.
0
c.
0
0.
0
0.
c
0.
0
0.
20013
3
IKX
0
0.
0
0.
0
0.
1
553.
0
0.
0
0.
2
287.
1
316.
0
0.
1
386.
0
0.
0
c.
0
0.
0
0.
1
265.
0
0.
t.
349.
36642
2
U> = X
0
0.
c
c.
c
p.
0
0.
3
322.
1
441.
2
446.
2
323.
1
471.
7
368.
13
377.
1
542.
2
412.
1
605.
1
336.
D
Q.
3 4
388.
0012
VKX
2
510.
0
0.
0
n.
2
489.
1
273.
,
40C.
4
372.
„
343.
5
322.
c
332.
6
366.
7
334.
7
305.
?
309.
2
T61.
1
339.
57
35C.
49-12
-------
24-HP STANDARD EXCEEDANCE ROSE FOR
UHEELIKG-PTTTSBURGH - STEUREN V ILLF * CH
(All Cases > 150 ug/m3 for 1972-1980)
COUNT/AVERAGE TSP OF SECONDARY EXCEEDANCES
SAROAD * 366420004 "500500004 364420001 366420013 36642001?
SITF in »
DIRECTION
N COUNT:
AVF TSP:
NMF COUNT:
AVF TSP:
NE COUNT:
AV TSP:
EMC COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESF CnuNT:
AVE TSP:
SE COUNT:
AVF T<5P*.
SSE COUNT:
AVF TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVE TSP:
sw COUNT:
ftVF TSP:
wsw cnuNT:
AVE TSP:
w COUNT:
Avr TSP:
UNW cruNT:
AVE TSP:
N w COUNT:
AVF TSP:
NMri COUNT:
AVE TSP:
ALL COUNT:
AVF TSP:
1
w> = x
0
0.
0
0.
1
164.
0
0.
0
0.
0
0.
6
242.
2
181.
2
425.
1
209.
4
34*.
1
160.
1
15P.
1
304.
2
190.
C
0.
21
2rP.
I
wo
2
184.
1
202.
1
151.
2
251.
3
243.
1
207.
13
196.
5
19P.
2
294.
t
295.
2
186.
«
338.
C,
242.
2
244.
T
21*.
1
200.
51
221.
5
U> = X
0
C.
0
0.
0
0.
0
0.
0
0.
0
0.
3
191.
2
164.
0
0.
1
?34.
7
'04.
4
259.
0
0.
0
0.
4
243.
1
315.
22
254.
U = X
1
251.
0
C.
C
G.
n
0.
i
17C.
1
1*9.
11
232.
P
199.
3
?56.
1
209.
4
267.
0
C.
2
2?4.
\
199.
1
1*7.
P
1P2.
?f
221.
W = X
0
0.
0
0.
0
0.
0
0.
n
G.
0
0.
7
1P4.
3
178.
0
0.
P
0.
1
178.
0
0.
1
154.
0
0.
1.
p'«
1
1*4.
13
178.
U=x u
-------
UPDATED AIR QUALITY EVALUATION -
WHEELING-PITTSBURGH STEEL, STEUBENVILLE, OHIO
Stations used in update:
Continued operation: #2, #3, #4, #5
New stations: None
Discontinued stations: #1 (1978)
Trends in geometric means:
Where records overlap, the graphs of 12-month running geometric means
behave more or less in phase with rising values in late 1978 and in
1979, followed by falling values in 1980. The exception to the pattern
is station #3, which began a decline in 1979. An overall negative trend
is impressed on the shorter-term pattern.
Stations #1, #5, #4, and #2 displayed strongly negative overall trends
(Spearman correlation coefficients of -0.88, -0.85, -0.78, and -0.99,
respectively); station #3 displayed a moderately negative overall
trend (-0.65).
Attainment status:
Where data recovery was sufficient, none of the stations discussed
above were in attainment of primary TSP standards.
Pollution roses:
Pollution roses for stations #2 and #3 are impact indicators for the North
Plant; the pollution rose for station #4 is an impact indicator for the
South Plant. These roses are not definitive; they rely on winds measured
at site #2 and because of the complex terrain may not be consistently
representative over the entire network under all meteorological conditions.
Persistent winds were most frequently from the southeast and the southwest.
Standard exceedance roses:
Station #3 registered no excursions beyond primary 24-hour standards
under persistent winds. At station #4, there were a total of six primary
excursions under persistent winds, four of which involved winds that would
transport South Plant emissions to the sampler. At station #5, there
49-14
-------
were a total of seven primary excursions under persistent winds; five of
these involved South Plant directions, and the other two involved directions
containing the Follansbee Sinter Plant and the North Plant. Station #1
registered nine primary excursions under persistent winds; these were
distributed over the southeast through southwest. One case involved west-
northwest winds. The largest number of primary excursions under persistent
winds (34) occurred at station #2. These were distributed over all direc-
tions except northeast (through north) to northwest.
49-15
-------
WISCONSIN STEEL
Chicago, Illinois
EPA Region V
50-1
-------
Hi-Vol Sites in the Vicinity of Wisconsin Steel, Chicago, Illinois
SAROAD t
141220030
141220031
Site Name and Address
Anthony Elementary*
9800 Torrence Avenue
Addams Elementary
10810 S. Avenue H
Flint Location from Site
Bearing Distance
170° 1.8km
276° 2. 0 km
Elevation
Above Ground MSL Plant
5 178 -1
10 178 -1
Site
Description
Roof mount
Roof mount
Nearest Roadway
Name Direction/Distance Volume
Torrence Avenue E 15 Heavy
108th Street N 45 Heavy
S. Avenue H W 30 Moderate
#10
#4
o
ro
* Critical Sites
-------
Wind Data Representativeness
Station # Terrain Distance Rating
4, 10
VII
U
Comment: Monitor sites are affected
to a degree by lake breeze and the
meteorological site is inland;
therefore, the representativeness is
questionable.
N.B. See Table 5 in Methodology section
C_T!
CD
INTERLAKE BOF
TSP roses for Wisconsin Steel - Chicago,
Illinois, for the period 1978-1980 for
cases of u)>0.90. Each circle represents
-------
NUMBER OF TSP OBSERVATIONS USED IN POLLUTION ROSES
Wisconsin Steel--Chicago, IL
Wind
Direction
N
NNE
NE
ENE
E
ESE
SE
SSE
S
SSW
SW
WSW
W
WNW
NW
NNW
Total
Monitoring
#4
9
3
5
6
1
2
3
3
27
15
10
6
13
1
5
1
110
bite Numoers
#10
8
6
6
6
1
2
3
3
31
17
11
6
15
1
7
1
124
50-4
-------
TSP IE nONTH RUNNING GEOMETRIC PIEANS (UGxH«3) FOR UISCONSIN STEEL - CHICAGO, IL
ase
150
en
o
i
en
S
P
U
G
X 100
3
5C
—
"•
~
—
AA AA
AA^AAA
++\^+
PRIRARV
sscwm
J"A"J'T
1973
AAA
-------
TSP DATA SUMMARY FOR WISCONSIN STEEL - CHICAGOt IL
SAROAD STATION # 1412200T1 SITE ID « 04
UNITS : MICROG&AMS/N|**3
YEAR 1972 1973 19^4 1975 1975 1977 1978 1979 198C
« OP READINGS : 176 98 97 97 117 114 92 10* 55
GEOMETRIC MiANi: 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 1.5
HIGHEST 3Y
LARSEM EXTRP: 490.8 556.5 411.8 379.1 575.4 546.0 345.6 359.? 36?.?
IST HIGHEST: ?32.o 342.0 357.0 292.0 ^si.o 385.o 249.0 253.0 212.o
DATE : 720525 7312C9 740228 751105 760912 770715 780908 790510 800625
2ND HIGHEST: 309.0 299.0 3iR.o 229.0 494.0 351.0 244.0 220.0 iss.o
DATE : 720222 731025 741026 750334 7*1129 771531 780309 790927 800930
» OF READINGS
EXCEEDING 250 :7721480QO
« Oc READINGS
EXCEEDING 153 : 40 34 35 17 51 34 19 21 8
RAMGE
0- 55:
56-130:
131-195:
195-250:
261-325:
326-390:
391-455:
>455:
16
61
43
9
6
1
0
0
9
45
2^
14
f
1
0
n
5
41
39
10
1
1
0
n
10
54
29
3
1
0
0
0
10
42
44
17
1
1
c
?
10
58
28
10
4
4
0
0
10
50
28
4
0
0
0
C
10
60
29
5
0
0
0
0
9
32
13
1
:i
r
j
0
o
****** INDICATES MISSING OR IMSUCFTCTFVT DATA
50-6
-------
TSP DATA SUMMARY FOR WISCONSIN! STEEL - CHICAGO, IL
SAROAO STATION « 1*1220070 SITE ID » 10
UNITS ! ir
YEAR
197? 1973 1974 197? 1976 1977 1978 1379 1980
Oc REA3IN3S t
109 109 105
55
GEOMETRIC *!EAM: 96.6 91.4 94.6 95.7 90.4 97.S 87.6 35.7 95.5
GfOMETRIC S.D.: l.A 1.6 1.6 1.5 1.5 1.6 1.6 1.6 1.8
HIGHEST 1Y
LARSEM EXTR=>:
420.3 364.8 405.4 281.5 314.5 377.9 368.R 390.0 514.2
IST HIGHEST:
DATE :
404.0 293.3 320.0 203.0 274.0 313.0 273.0 354.0 614.0
720525 730907 740420 750319 761015 770522 789102 791C30 SOOllf
2MD HIGHEST;
DATE :
322.3 292.0 250.0 197.0 202.0 248.0 230.0 330.0 226.0
7?<3523 73121? 740628 750716 760825 770531 7^0526 79D322 80070?
* OF REATIN3S
EXCEEDING 260 :
* Or READIN3S
EXCEEDIM? 151) :
25
15
15
17
13
19
RANGE
0- 65:
f,6-130:
131-195:
196-260:
261-325:
326-390:
391-455:
>455:
30 19
^9 55
25 13
~ 4
4 •>.
n o
1 0
0 D
24
42
27
2
1
0
0
0
17
56
8
?
0
0
0
0
32
5fl
22
1
1
0
0
Q
33
5*
14
7
1
n
n
0
33
55
15
'<
1
0
0
0
24
54
20
4
1
2
0
0
1?
25
13
^
ft
-
1
1
****** IN3ICATFS MISSING OR INSUFFICIENT TATA
50-7
-------
24-HR STANDARD EXCFFDANCE ROSE FOR
WISCONSIN STFEL - CHICAGO, IL
(All Cases > 260 yg/m3 for 1972-1980)
XZQ.SOO
COUNT/AVERAGE TSF OF PRIMARY EXCEEDANCES
SAROAD It
SITE ID n
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVF, TSP:
ENF COUNT:
AVE TSP:
E COUNT:
AVE TSP:
ESE COUNT:
AVE TSP:
SF 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:
AVE TSP:
www COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVF TSP:
ALL COUNT:
AVE TSP:
141
w> =
0
c
0
0
0
0
0
0
0
0
1
354
0
0
1
3?0
0
0
1
313
0
0
1
273
1
274
0
o
c
n
3
0
C
307
220030
10
X U =
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
£81
2
289
2
?R4
3
2Pf
4
359
0
0
0
0
0
0
12
343
220031
4
X W
-------
24-HR STANDARD EXCEEDANCF ROSE FOR
WISCONSIN STEEL - CHICAGO* IL
(All Cases > 150 yg/m3 for 1972-1980)
X=0.900
CCIJNT/AVERAGF TSP OF SECONDARY EXCEEDANCES
SARPAD t
SITE ID *
DIRECTION
N COUNT:
AVE TSP:
NNE COUNT:
AVE TSP:
NE COUNT:
AVE TSP:
ENF COUNT:
AVE TSP:
E COUNT:
AVE TSP:
FSL COUNT:
AVF TSP:
SE COUNT:
AVE TSP:
SSE COUNT:
AVE TSP:
s COUNT:
AVF TSP:
ssw COUNT:
AVF TSP:
su COUNT:
AVE TSP:
wsw C^UNT:
AVF TSP:
u COUNT:
AVF TSP:
WNW COUNT:
AVE TSP:
NW COUNT:
AVE TSP:
NNW COUNT:
AVE TSP:
ALL COUNT:
AVE TSP:
14122
1C
w> = x
0
0.
0
0.
216.
4
16?.
0
0.
2
251.
185.
7
213.
16
18C.
10
191.
177.
212.
1
274.
0
0.
0
c.
r
0.
49
0030
w = X
0
0.
2
162.
1
158.
1
159.
2
194.
1
205.
3
163.
2
]63.
11
226.
28
192.
21
,\1.
12
248.
5
18?.
2
185.
0
0.
109
?07.
C031
W
-------
UPDATED AIR QUALITY EVALUATION - WISCONSIN STEEL, CHICAGO, ILLINOIS
Stations used in update:
Continued operation: #4, #10
New stations: None
Discontinued stations: None
Trends in geometric means:
The 12-month running geometric means for station #4 did not continue
the multiyear cycle established in the pre-1978 record. Geometric means
stabilized in late 1978 and continued at a uniform level into late 1980,
where an incipient down trend is evident.
Geometric means for station #10 rose slowly beginning in 1978 to eventually
match values at station #4; the slight down turn in late 1980 values is also
evident in the graph of station 10.
Station #4 displayed a slightly negative overall trend (Spearman correla-
tion coefficient of -0.44); station #10 displayed essentially no overall
trend (0.07).
Attainment status:
Stations #4 and #10 were not in attainment of primary TSP standards for
1978-1980.
Pollution roses:
The basic pattern established by the pre-1978 pollution roses is essentially
the same. Large TSP values are associated with directions containing
Wisconsin steel operations. Station #10 showed a substantial loading from
sources to the east-southeast; station #4 showed a similar but less
startling tendency. These contributions likely result from relatively
rare episodes of transport from the East Chicago and Gary steel-making
complex in Indiana. The most frequent persistent winds in this area are
from the southwest quadrant.
50-10
-------
Standard exceedance roses:
Over the entire record, station #4 registered 22 excursions past the
primary 24-hour standard, 12 of which occurred under persistent winds.
Only four of these excursions under persistent winds involved transport
from the Wisconsin steel facility; there were no primary excursions
registered at station #4 in 1978-1980.
For station #10, the entire record yielded 10 excursions beyond primary
24-hour standards. One-half of these occurred under persistent winds;
none of the persistent cases clearly involved Wisconsin steel emissions.
50-11
-------
Appendix A
ANNUAL ARITHMETIC MEANS FOR 1978-1980
-------
Annual Arithmetic Means for 1978-1980
Annual Arithmetic Mean (ug/m3)
Site ID SAROAD ID 1978 1979 1980
Mill 1. Armco Steel, Hamilton, Ohio
2 36-0900-001 ? 58 58
Mill 2, Armco Steel, Middletown, Ohio
2
3
5
6
7
8
9
Mill 3,
1
6
7
8
9
10
11
12
16
18
19
Mill 4,
1
3
4
5
6
7
36-4340-002
36-4340-003
36-4340-005
36-4340-006
36-4340-007
36-4340-009
36-4340-010
Armco Steel, Ashland, Kentucky
36-3080-003
36-3080-010
18-0080-003
18-0080-005
18-0080-006
18-0080-007
18-0080-008
18-1540-001
36-1380-001
18-0080-012
18-1540-003
Armco Steel, Houston, Texas
45-1370-001
45-2560-017
45-2560-028
45-2560-034
45-4060-002
45-2560-015
190
68
—
—
—
—
— —
80
116
?
120
84
?
109
74
131
—
— —
77
83
77
106
87
?
148
?
—
—
—
—
— —
68
67
93
93
79
56
—
--
94
?
92
72
88
97
?
87
—
59
?
?
?
?
?
67
69
93
—
69
54
—
—
97
?
114
72
115
82
93
79
? = insufficient data (Continued)
-- = no data
A-l
-------
Annual Arithmetic Means for 1978-1980 (Continued)
Site ID
SAROAD ID
Annual Arithmetic Mean (ug/nP)
1978 1979 1980
Mill 5,
5
6
7
Mill 6,
1
2
4
5
7
8
Mill 7,
1
2
3
5
Mill 8,
2
3
4
5
6
7
Bethlehem Steel, Sparrows Point, Maryland
21-0645-001
21-1360-002
21-0140-006
Bethlehem Steel, Lackawanna
33-3520-001
33-3520-002
33-3520-004
33-0660-006
33-0660-014
33-3520-001
Bethlehem Steel, Bethlehem,
39-0780-703
39-0780-017
39-6560-705
39-0780-725
63
56
65
, New York
125
82
—
80
76
--
Pennsylvania
w
70
--
93
60
53
61
114
85
—
82
67
--
•» «
61
—
94
„
?
67
123
90
—
78
63
101
— —
66
—
83
Bethlehem Steel, Burns Harbor, Indiana
15-3420-006
15-3420-007
15-3420-009
15-3420-901
15-3420-902
15-3420-903
67
61
?
—
—
58
60
55
?
?
?
49
51
50
?
?
?
? = insufficient data
— = no data
(Continued)
A-2
-------
Annual Arithmetic Means for 1978-1980 (Continued)
Annual Arithmetic Mean (ug/m3)
Site
Mill
2
3
4
5
6
7
8
9
Mill
1
2
Mill
1
3
Mill
1
3
4
13
14
15
16
Mill
1
2
3
4
ID SAROAD ID
9, CF&I, Pueblo, Colorado
06-1820-003
Ref #500
Ref #100
Ref #200
Ref #300
Ref #400
06-1820-611
Ref #600
1978
105
117
114
123
130
96
—
— —
1979
109
?
117
—
113
88
__
?
1980
111
__
103
—
?
73
37
?
10, Crucible Steel, Midland, Pennsylvania
39-5740-509
39-5740-501
11, Ford Motor Company, Dearborn
23-1140-002
23-1140-003
12, Inland Steel, East Chicago,
15-1180-001
15-1180-004
15-1180-006
Ref #13000
Ref #14000
Ref #15000
Ref #16000
13, Interlake Steel, Chicago, 11
14-1220-010
14-1220-018
14-1220-022
14-1220-031
109
--
, Michigan
181
74
Illinois
?
156
?
__
—
--
--
linois
79
93
137
116
..
--
185
65
?
?
?
__
--
--
--
88
99
139
116
„
83
151
55
130
192
117
?
?
?
?
78
115
129
104
? = insufficient data (Continued)
-- = no data
A-3
-------
Annual Arithmetic Means for 1978-1980 (Continued)
Annual Arithmetic Mean (ug/m^)
Site ID
Mill 14,
1
2
3
Mill 15,
1
2
3
4
13
14
15
16
Mill 16,
1
2
3
4
5
Mill 17,
2
3
5
6
SAROAD ID
Jones & Laughlin Steel,
39-0180-507
39-0440-004
39-0440-509
Jones & Laughlin Steel,
15-1180-001
15-1180-003
15-1180-004
15-1180-006
Ref #13000
Ref #14000
Ref #15000
Ref #16000
Jones & Laughlin Steel,
39-7260-006
39-7260-027
39-7260-012
39-7260-004
39-7260-022
Jones & Laughlin Steel,
36-1300-009
36-1300-013
36-1300-027
35-1300-038
1978 1979
Aliquippa, Pennsylvania
85 ?
118 ?
?
East Chicago, Indiana
? ?
130
156 ?
? ?
__ __
—
—
-- --
Pittsburgh, Pennsylvania
„
111 95
— —
107
106 108
Cleveland, Ohio
?
169 166
103 122
140 146
1980
87
-_
?
130
125
192
117
?
?
?
?
__
82
—
—
87
„
167
101
142
? = insufficient data
— = no data
(Continued)
A-4
-------
Annual Arithmetic Means for 1978-1980 (Continued)
Annual Arithmetic Mean (ug/m3)
Site
Mill
1
2
4
5
6
7
Mill
1
Mill
No
Mill
1
2
3
6
Mill
1
2
4
5
7
9
ID SAROAD ID
18, Jones & Laughlin Steel,
36-7760-005
36-7760-004
36-6480-001
36-0960-001
36-7760-006
36-2480-001
19, Kaiser Steel, Fontana,
05-2680-001
1978
Youngstown, Ohio
110
90
92
91
135
96
California
159
1979
109
86
86
86
164
94
139
1980
96
79
86
78
- 125
86
141
20, Lone Star Steel, Lone Star, Texas
Data Sites
21, National Steel, Weirton
50-2000-003
50-2000-002
36-6620-003
36-6620-001
22, National Steel, Granite
14-2960-006
14-2960-007
14-2960-009
14-2960-010
14-2960-014
14-2960-016
, West Virginia
?
—
?
?
City, Illinois
114
124
196
169
195
127
?
—
--
112
118
130
246
178
200
130
85
--
--
115
„
123
182
157
140
120
? = insufficient data
— = no data
(Continued)
A-5
-------
Annual Arithmetic Means for 1978-1980 (Continued)
Site ID
SAROAD ID
Annual Arithmetic Mean (ug/m3)
1978 1979 1980
Mill 23,
1
2
3
4
5
6
7
Mill 24,
1
2
3
4
5
Mill 25,
1
2
3
Mill 26,
2
3
4
Mill 27,
1
2
4
5
National Steel, Detroit, Michigan
23-4420-005
23-1180-015
Ref #12032
Ref #12015
Ref #12016
Ref #12014
Ref #12037
Republic Steel, Buffalo, New York
33-0660-003
33-0660-005
33-0660-014
33-0660-006
Ref #1401013
149
154
91
105
93
87
78
98
98
76
80
89
132
136
90
107
90
113
66
103
81
67
82
101
93
122
93
116
89
101
65
85
92
63
78
85
Republic Steel, Birmingham, Alabama
01-0380-019
01-0380-022
01-0380-011
Republic Steel, Gadsden, Alabama
01-1480-003
01-1480-005
01-1480-006
Republic Steel, Canton, Ohio
36-1000-001
36-1000-003
36-1000-006
36-1000-009
„
83
85
85
72
89
„
86
92
86
„
86
80
77
58
86
• _
74
83
82
„
84
79
74
61
80
_ _
?
?
69
? = insufficient data
-- = no data
(Continued)
A-6
-------
Annual Arithmetic Means for 1978-1980 (Continued)
Annual Arithmetic Mean (ug/m^)
Site ID
Mill 28,
2
3
Mill 29,
1
3
7
8
Mill 30,
1
2
Mill 31,
1
2
3
5
Mill 32,
1
2
Mill 33,
1
2
3
SAROAD ID
Interlake, Chicago, 11
14-1220-018
14-1220-022
1978
linois
93
137
1979
99
139
1980
115
129
Republic Steel, Cleveland, Ohio
36-1300-008
36-1300-013
36-1300-038
36-1300-041
Republic Steel, Warren
36-7020-002
36-7020-004
163
169
140
99
, Ohio
80
101
167
166
146
102
76
97
149
167
142
100
72
82
Republic Steel, Youngstown, Ohio
36-7760-005
36-7760-004
36-7760-003
36-0960-001
Sharon Steel, Fairmont
50-0480-003
50-0480-002
Sharon Steel, Parrel 1,
39-8140-622
39-3200-621
39-3200-622
110
90
73
91
, West Virginia
48
?
Pennsylvania
88
90
95
86
74
86
50
89
?
--
?
96
79
70
78
53
80
82
—
81
? = insufficient data
— = no data
(Continued)
A-7
-------
Annual Arithmetic Means for 1978-1980 (Continued)
Annual Arithmetic Mean (yg/m^)
Site ID
Mill 34, U.S.
1
2
Mill 35, U.S.
1
2
3
4
Mill 36, U.S.
1
2
3
Mill 37, U.S.
2
4
5
6
Mill 38, U.S.
1
2
3
4
Mill 39, U.S.
No Data Si
SAROAD ID
Steel , Braddock,
39-6620-001
39-0960-001
Steel , Clairton,
39-1720-001
39-3640-001
39-0100-064
39-0100-084
Steel , Duquesne,
39-2580-001
39-2580-002
1978
Pennsylvania
123
149
Pennsylvania
117
121
101
91
Pennsylvania
120
144
1979
112
177
88
100
88
81
108
135
Allegheny Cnty #7503
1980
88
107
102
?
86
?
88
--
79
Steel, Fairless Hills, Pennsylvania
31-2980-003
39-1080-012
Ref #10
Ref #20
Steel , Homestead
39-8860-001
39-7260-012
39-7260-004
39-7260-022
Steel , Saxonburg
tes
— —
45
--
— —
, Pennsylvania
137
—
107
106
, Pennsylvania
« •>•
45
56
60
121
—
--
108
_ «•
55
57
58
91
—
—
87
? = insufficient data (Continued)
— = no data
A-8
-------
Annual Arithmetic Means for 1978-1980 (Continued)
Site ID
Mill 40,
1
2
Mill 41,
2
3
5
6
Mill 42,
3
6
Mill 43,
2
4
6
8
12
13
14
Mill 44,
2
3
4
6
7
8
9
SAROAD ID
Annual Arithmetic Mean (wg/m3)
1978 1979 1980
U.S. Steel, Fairfield Works, Fairfield, Alabama
01-1300-003
01-1840-002
U.S. Steel, Chicago, Illinois
14-1220-017
14-1220-030
14-1220-032
14-1220-034
U.S. Steel, Cleveland, Ohio
36-1300-013
36-1300-033
U.S. Steel, Gary, Indiana
15-1520-002
15-1520-005
15-1520-011
15-1520-016
Ref #120
Ref #130
Ref #140
U.S. Steel, Lorain, Ohio
36-3620-003
36-3620-004
36-3620-006
36-3620-014
Ref #7000
Ref #8000
Ref #9000
84
67
87
98
74
?
169
146
114
78
98
121
__
__
—
98
73
68
136
7
7
?
71
58
88
108
83
63
166
131
?
89
7
131
1
7
'
111
_ —
_•
7
7
7
?
79
62
97
113
83
—
167
129
?
?
7
7
7
7
?
82
__
_.
120
--
— —
? = insufficient data (Continued)
-- = no data
A-9
-------
Annual Arithmetic Means for 1978-1980 (Concluded)
Site ID
Mill 45,
1
3
6
Mill 46,
9
10
11
Mill 47,
1
3
Mill 48,
1
2
Mill 49,
1
2
3
4
5
Mill 50,
4
10
SAROAD ID
U.S. Steel, Youngstown, Ohi
36-7760-005
36-7760-003
36-7760-006
U.S. Steel, Geneva, Utah
46-0700-001
46-1220-001
46-0760-001
Wheeling-Pittsburgh Steel,
50-0500-004
36-6420-013
Wheeling-Pittsburgh Steel,
39-1560-005
39-5920-512
Wheeling-Pittsburgh Steel,
36-6420-004
36-6420-012
36-6420-013
36-4420-001
50-0500-004
Annual Arithmetic Mean
1978 1979
0
107
73
157
88
81
Follansbee
?
128
Monessen,
67
114
Steubenvil
65
?
128
143
?
102
74
164
94
88
, West Virginia
129
113
Pennsylvania
71
?
le, Ohio
104
113
158
129
( ug/m3 )
1980
93
70
125
95
84
104
108
72
121
91
108
135
104
Wisconsin Steel, Chicago, Illinois
14-1220-031
14-1220-030
116
98
116
108
104
113
? = insufficient data
-- = no data
A-10
-------
Appendix B
TSP STANDARD EXCEEDANCE LISTING
(This 400-page appendix 1s available from the
authors upon request.)
-------
TECHNICAL REPORT DATA
•(Please read Instructions on the rtvene before completing)
1. REPORT NO, 2.
EPA-340/l-83-024b
4. TITLE AND SUBTITLE
A STUDY OF AMBIENT TSP LEVELS NEAR MAJOR STEEL
FACILITIES (1978-1980 Update)
7. AUTHOR(S)
Kenneth E. Pickering Harry E. Rector
Scott D. Thayer J. Michael Vilardo
9. PERFORMING ORGANIZATION NAME AND ADDRESS
GEOMET Technologies, Inc.
1801 Research Boulevard
Rockville, Maryland 20850
12. SPONSORING AGENCY NAME ANp ADDRESS
Stationary Source Compliance Division
U.S. Environmental Protection Agency
401 M Street, SW.
Washington, D.C. 20460
3. RECIPIENT'S ACCESSIOf+NO.
6. REPORT DATE
November 1983
6. PERFORMING ORGANIZATION CODE
80-01-148-6
8. PERFORMING ORGANIZATION REPORT NO
GEOMET Report Number ESF-955
10. PROGRAM ELEMENT NO.
11. CONTRACT/GRANT NO.
68-01-6311
13. TYPE OP REPORT AND PERIOD COVERED
Final Report, 1981-1983
14. SPONSORING AGENCY CODE
15. SUPPLEMENTARY NOTES
Volume 2 of 2
16. ABSTRACT
Ambient air quality statistics have been updated to Include 1978-1980 data for
TSP, BaP, and BSO 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 condi-
tions 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 TSP standards.
The methodology for the analysis is described and the results are presented in
a separate section for each steel mill.
17. KEY WORDS AND DOCUMENT ANALYSIS
a. DESCRIPTORS
13. DISTRIBUTION STATEMENT
b. IDENTIFIERS/OPEN ENDED TERMS
19. SECURITY CLASS (This Report)
UNCLASSIFIED
20. SECURITY CLASS (This page)
UNCLASSIFIED
c. COSATI Field/Group
21. NO. OF PAGES
790 (Total of Vols. 1 £ 2
22. PRICE
EPA Form 2220-1 (9-73)
------- |