SEPA
          United States
          Environmental Protection
          Agency
          Region IE Office
          26 Federal Plaza
          New York, N.Y. 10007
EPA 902/4-78-009
October 1978
          Air
New Jersey Portion of the
Metropolitan  Philadelphia
AQCR  Nonattainment
and Maintenance Study
For TSP

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                                           GCA-TR-78-54-G
     NEW JERSEY PORTION OF THE

   METROPOLITAN PHILADELPHIA AQCR

   NONATTAINMENT AND MAINTENANCE

           STUDY FOR TSP

            Final Report
            Prepared for

U.S. ENVIRONMENTAL PROTECTION AGENCY
             Region II
        Air Programs Branch
      New York, New York 10007
      Contract No. 68-02-2539
          Task Order No. 6
          Project Officer
            George Kerr
            Prepared by

          Victor L. Corbin
            Susan Pultz
            October 1978
           GCA CORPORATION
       GCA/TECHNOLOGY DIVISION
       Bedford,  Massachusetts

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                                  DISCLAIMER


     This Final Report was prepared for the Environmental Protection Agency by
GCA Corporation, GCA/Technology Division, Burlington Road, Bedford, Massachusetts
01730, in fulfillment of Contract No. 68-02-2539, Task Order No. 6.  The opi-
nions, findings, and conclusions expressed are those of the authors and not
necessarily those of the Environmental Protection Agency.  Mention of company
or product names is not to be considered as an endorsement by the Environmental
Protection Agency.

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                                   ABSTRACT


     The Camden Area is not attaining the secondary TSP standard and is unclassi-
fied with regard to the primary TSP standard.  The objective of this study
was to use dispersion modeling and filter analysis to identify the reasons for
the secondary standard violation, and to propose, demonstrate and analyze, by
means of dispersion modeling, various control strategies to attain and maintain
the secondary standards through 1990.  The data utilized and developed under
this contract were to be formatted such that the data would satisfy the minimum
data requirements for SIP submission as outlined in the Clean Air Act Amendments
of 1977.
                                      iii

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iv

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                                  CONTENTS
Abstract	
List of Figures	vi
List of Tables	vii

     1.   Introduction 	 1
     2.   Development of Emission Inventory  	 2
               Development of Point Source Emissions Data  	 2
               Projection of Point Source Emissions  	 2
               Development of Area Source Emissions Data 	 2
               Projection of Area Source Emissions 	 8
     3.   Calibration of AQDM for TSP	15
     4.   Calculated Air Quality	20
     5.   Air Quality Analysis and Recommendations 	 35
               Air Quality Data at the NASN Site in Camden	35
               Attainment of the Primary Annual TSP Standard	36
               Attainment of the Secondary TSP Standard	36
               Recommendations for Further Study 	 36
               References	39

Appendices

     A.   Source Contribution Files for Selected Receptors 	 41
     B.   Emission Tracking System 	 57
               Rationale for a Tracking System 	 57
               Tracking Area Sources	58
               Tracking Point Sources  	 60
               Tracking Methodology  	 60
               Tracking Methodology Using Monitoring Data  	 64
               Data Sources	67

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                              LIST OF FIGURES


Nos.

1    TSP Calibration for 43 Select New Jersey and Pennsylvania
       Monitors (1974) 	 16

2    TSP Calibration for all 17 New Jersey Monitors (1974)	17

3    TSP Calibration for 16 Select New Jersey Monitors (1974)  	 18

4    Arithmetic Average TSP in ug/m3 1982 Air Quality no Strategy  .... 21

5    Arithmetic Average TSP in yg/m3 1990 Air Quality no Strategy  .... 22

6    Camden TSP Air Quality for 1982   	27

7    Camden TSP Air Quality for 1990   	28

8    Frequency Distribution for Cherry Hill Site 	 31

9    Frequency Distribution for Berlin Township Site 	 32

10   Frequency Distribution for South Park Drive Site  	 33

11   Frequency Distribution for NASN Site	34

12   Distribution of the Location of Sources Impacting Selected
       Receptors in Camden City in 1974	37

13   Distribution of the Location of Sources Impacting Selected
       Receptors in Camden City in 1982	38
                                     vi

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                                LIST OF TABLES


Nos.                                                                       Page

1     Revised Particulate Emission Rates 	  3

2     Point Source Growth Factors, 1982  	  4

3     Point Source Growth Factors, 1990  	  5

4     Point Source Emissions of Particulate by SIC for 1982	6

5     Point Source Particulate Emissions by SIC for 1990 	  7

6     Area Source Growth Factors (1982)  	  9

7     Area Source Growth Factors (1990)  	  10

8     Projection Parameter for Area Source Categories  	  11

9     Motor Vehicle Emission Factor for Particulates 	  12

10    Area Emissions of Particulate for 1982 (ton/yr)  	13

11    Area Emissions of Particulate for 1990 (ton/yr)	14

12    Comparison of Predicted and Observed Annual Arithmetic Average
        TSP Levels	19

13    TSP Air Quality 1982	23

14    TSP Air Quality 1990	25

15    TSP Air Quality in Camden 1982	29

16    TSP Air Quality in Camden 1990	29

17    Geometric Standard Deviations for the Camden Area	30

18    Analysis of Point Source Emissions - 1978	61

19    Companies With Individual Point Sources Emitting More Than 100 t/yr
        Particulates 	  62

20    Companies With Individual Point Sources Emitting More Than 25 t/yr
        Particulates 	  63

                                      vii

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                         LIST OF TABLES (continued)
Nos.
21   Projected Emissions 1982 - 1990 ................... 65




22   Proportional Roll-Forward Model ................... 66
                                    viii

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                                  SECTION 1

                                 INTRODUCTION
     Based on the NASN monitoring site in the City of Camden,  the region around
this monitor is not in attainment of the TSP standard.   The reason for the non-
attainment of the standard is unknown.  Since the Clean Air Act Amendments of
1977 specify that all nonattainment areas must have a new SIP  submission by
January 1, 1979, this contract was awarded to try and determine the reason for
the nonattainment of the standard, and to develop control strategies which would
attain and maintain the standard through 1990.  In addition to developing the
control strategies, a detailed set of backup information is required to sub-
stantiate the recommendations and conclusions of the SIP.  The minimum data
requirements, as outlined in the Clean Air Act Amendments of 1977, were satis-
fied, and the data are included in the appropriate sections of this report.

     This study examined the attainment and maintenance of the secondary TSP
standards through 1990 for the City of Camden.  In order to determine the air
quality for future years and perform strategy analysis, a number of distinct
tasks had to be implemented.  In order to better understand the steps followed
in the performance of this contract, the project was broken down into a number
of small and clearly identifiable tasks which are defined and  described in the
following sections.

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                                   SECTION 2

                       DEVELOPMENT OF EMISSION INVENTORY
DEVELOPMENT OF POINT SOURCE EMISSIONS DATA

     The basic point source emission inventory which was initially utilized in
this study was the inventory previously developed under Contract No. 68-02-1376,
Task No. 24.l  Since Contract No. 68-02-1376, Task Order No. 24 was completed,
GCA has developed a number of error checking programs to check the consistency
of the NEDS data.  As a result of this analysis, only the U.S. Steel Fairless-
Works had any changes made to the emissions, and this was a decrease in TSP of
6,000 ton/year from one of the sources.

     Based on additional information on compliant sources, a number of changes
were made to the inventory for the projection years.  The sources which were
changes are listed in Table 1.

PROJECTION OF POINT SOURCE EMISSIONS

     In order to calculate air quality for future years, the emissions have to
be projected to the year of interest.  For most of the counties, the projection
parameters which were utilized are not the same as the projection values used
in Contract 68-02-1376.  The new projection parameters are from the final Re-
gional Development Guide which was developed by the Delaware Valley Regional
Planning Commission (DVRPC).  Tables 2 and 3 list the growth factors for the
various categories for each county in the region.  For Salem and New Castle
Counties, the same projections were utilized as in the previous study under
Contract No. 68-02-1376.

     Power plants were not projected using the growth factors, but rather data
obtained under Contract No. 68-02-1376 was utilized to calculate future year
emissions from the various power plants.  For the Owens-Corning Plant listed
in Table 1, three point sources were added for the future years to the inven-
tory for completeness and accuracy.  Tables 4 and 5 list the major point source
emissions in each county by SIC category.

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 TABLE 1.  REVISED PARTICULATE EMISSION
           RATES


                   Emission rate (ton/yr)
  Company name     	
                   Old            Revised

Owens-Corning        0             107

Gulf & Western      18               1.4

Kewanee Oil Corp.  504               5.6
Certain-Teed       299               1.0

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TABLE 2.  POINT SOURCE GROWTH FACTORS, 1982
SIC code
Bucks
Chester
Delaware
Montgomery
Philadelphia
Burlington
Camden
Gloucester
Mercer
Salem
New Castle
Agriculture Mining
1 to 9 10 to 14
0.901
0.826
0.890
0.833
0.899
0.898
0.901
0.910
0.890
0.870
0.870
0.973
0.954
0.959
0.959
0.959
0.993
0.988
1.018
0.929
0.957
0.957
Construction
15 to 17
1.
0.
0.
1.
1.
1.
1.
1.
1.
1.
1.
052
987
991
027
051
069
056
123
107
046
046
Manufacturing
18 to 39
0
0
1
1
1
1
1
0
1
1
1
.989
.996
.007
.006
.026
.053
.020
.995
.044
.409
.409
Transportation
and Wholesale
Communication 50 to 51
40 to 49
1.
0.
1.
1.
1.
1.
1.
1.
1.
1.
1.
034
982
059
240
006
117
053
107
079
366
366
0
0
1
0
1
1
1
0
1
1
1
.951
.970
.001
.999
.059
.028
.026
.944
.042
.600
.600
Retail
52 to 59
1.041
1.051
1.107
1.099
1.066
1.099
1.109
1.173
1.062
1.600
1.600

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                                  TABLE 3.  POINT SOURCE GROWTH FACTORS, 1990
U1
„_ . Agriculture Mining
SIC code **x to 9 1() to"*4
Bucks
Chester
Delaware
Montgomery
Philadelphia
Burlington
Camden
Gloucester
Mercer
Salem
New Castle
0.803
0.652
0.780
0.666
0.798
0.795
0.801
0,820
0.780
0.740
0.740
0.947
0.909
0.918
0.918
0.917
0.986
0.977
1.036
0.857
0.914
0.914
Construction
15 to 17
1.105
1.975
0.981
1.053
1.103
1.137
1.111
1.245
1.214
1.092
1.092
Manufacturing
18 to 39
0
0
1
1
1
1
1
0
1
1
1
.978
.991
.015
.013
.053
.106
.039
.989
.087
.818
.818
Transportation
and Wholesale
Communication 50 to 51
40 to 49
1.069
0.964
1.118
1.049
1.013
1.235
1.106
1.215
1.158
1.732
1.732
0.901
0.940
1.001
0.997
1.117
1.055
1.052
0.887
1.084
2.200
2.200
Retail
52 to 59
1.083
1.102
1.215
1.198
1.132
1.198
1.218
1.346
1.124
2.200
2.200
Finance
Insurance
Real Estate
60 to 67
1.191
1.091
1.026
1.060
1.078
1.239
1.052
1.225
1.145
2.200
2.200
Services
68 to 84
1.125
1.039
1.349
1.175
1.285
1.383
1.424
1.621
1.150
2.200
2.200
Government
85 to 97
1.285
1.173
1.217
1.285
1.327
1.170
1.316
1.511
1.302
2.200
2.200

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TABLE 4.  POINT SOURCE EMISSIONS OF PARTICULATES BY SIC FOR 1982 (TPY)
Sic code Burlington
13
14
20
?6
2U 65
29
J2 1,384
3) 352
'34 83
36
37
)9
49 39
Lflrm> point 1,923
sou rccs
Small point 182
sourci-H
Total 2,105
Camden Gloucester Mercer Salem Total
8 8
170 170
79 79
54 54
82 27 300 254 728
214 2,613 901 3,728
403 2 311 448 2,548
83 435
29 112
30 30
3 3
3 3
402 1,635 72 2,148
1,069 3,127 2,249 1,678 10,046
4,469 354 115 165 1,285

1,538 3,481 2,364 1,843 11,331
Category
Oil and gas
extract Ion
Quarrying and mining
Food and kindred
products
Paper and allied
products
Chemicals and
allied products
Petroleum refining
Stone, clay, glass
and concrete
Primary metals
Fabricated metal
products
Electrical and elec-
tronic machinery
Transportation
equipment
Miscellaneous
manuf ac tur ing
Electricity production


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       TABLE  5.   POINT  SOURCE EMISSIONS  BY  SIC  FOR 1990  (TYP)
Sic code
13
14
20
26
28
29
32
33
34
liurllngton Camdon
8
168
82
54
69 85
218
1,456 406
370
88 29
Gloucester Mercer Salem Total
8
168
82
54
27 312 327 820
2,597 1,164 3,979
2 320 581 2,765
82 452
117
Category
Oil and gas
extraction
Mining and quarrying
Food and kindred
products
Paper and allied
products
Chemical and allied
products
Petroleum refining
Stone, clay, glaas
and concrete
Primary metals
Fabricated metal
products
     36                      30                                      30    Electrical and elec-
                                                                           tronic machinery

     37                                             33    Transportation
                                                                           equipment

     39                                                      44    Miscellaneous
                                                                           manufacturing

     49           31                   441      1,353        63     1,888    Electricity
    	.                                                 ™       ' • '       produc tIon
Large  point     2,014       1,080      3,149      1,988     2,139    10,370
  sources

Small  point       192        483        353        120       210     1,358
  sources
   Total        2,206       1,563      3,502      2,108     2,349    11,728

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DEVELOPMENT OF AREA SOURCE EMISSIONS DATA

     Under Contract No. 68^-02-1376, an area emissions inventory was prepared
for 1974, and this inventory was utilized for this study.  No changes were
made in the methodology or allocation of emissions.

PROJECTION OF AREA SOURCE EMISSIONS

     The 1974 area emission inventory was projected  to 1982 and 1990 using
the growth factors in Tables 6 and 7.  These factors were obtained  from  the
Regional Development Guide developed by DVRPC.  These factors differ from
those used in Contract No. 68-02-1376.  In addition  to projecting the inven-
tory, the emission factor for particulate emissions  from motor vehicles  was
modified to account for the reduction in particulates from the increasing
number of vehicles equipped with catalytic converters.  Table 8 lists the
emission factors utilized, and Tables 9 and 10 list  the emissions by source
category for 1982 and 1990.

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TABLE 6.  AREA SOURCE GROWTH FACTORS  (1982)

Population
Bucks
Chester
Delaware
Montgomery
Philadelphia
Burlington
Camden
Gloucester
Mercer
Salem
New Castle
1.073
1.019
1.039
1.061
1.008
1.073
1.071
1.118
1.058
1.108
1.108
Households
1.071
1.069
1.099
1.122
1.065
1.092
1.130
1.150
1.092
1.108
1.108
Commercial
Institutional
Employment
1.057
1.029
1.107
1.072
1.104
1.115
1.129
1.197
1.092
1.600
1.600
Industrial
Employment
0.991
0.994
1.012
1.008
1.021
1.062
1.025
1.008
1.047
1.409
1.409
VMT
Freeway
1.096
1.019
1.271
1.140
1.141
1.006
1.115
1.073
1.148
1.218
1.218

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TABLE 7.  AREA SOURCE GROWTH FACTORS (1990)


Bucks
Chester
Delaware
Montgomery
Philadelphia
Burlington
Camden
Gloucester
Mercer
Salem
New Castle
Population
1.146
1.038
1.078
1.121
1.015
1.145
1.142
1.236
1.116
1.215
1.215
Households
1.143
1.137
1.198
1.244
1.131
1.185
1.260
1.300
1.183
1.215
1.213
Commercial
Institutional
Employment
1.114
1.059
1.215
1.144
1.209
1.231
1.258
1.393
1.183
2.200
2.200
Industrial
Employment
0.982
0.988
1.024
1.015
1.043
1.124
1.049
1.017
1.095
1.818
1.818
VMT
Freewi
1.191
1.03*
1.54:
1.28:
1.28
1.0 1:
1.23
1.14
1.29
1.47
1.43

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TABLE 8.  PROJECTION PARAMETER FOR AREA SOURCE CATEGORIES
Category
number

1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33

34

35

36
Major
classification

Residential fuel
Residential fuel
Residential fuel
Residential fuel
Residential fuel
Residential fuel
Comm'l & institl fuel
Coinm'l & institl fuel
Comm'l & institl fuel
Comm'l & institl fuel
Comm'l & institl fuel
Comm'l & institl fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
On-site incineration
On-site incineration
On-site incineration
Open burning
Open burning
Open burning
Gasoline fuel
Gasoline fuel
Gasoline fuel
Diesel fuel
Diesel fuel
Diesel fuel
Aircraft

Aircraft

Aircraft

Vessels
Minor
classification

Anthracite coal
Bituminous coal
Distillate oil
Residual oil
Natural gas
Wood
Anthracite coal
Bituminous coal
Distillate oil
Residual oil
Natural gas
Wood
Anthracite coal
Bituminous coal
Coke
Distillate oil
Residual oil
Natural gas
Wood
Process gas
Residential
Industrial
Comm's & institl
Residential
Industrial
Comm's & institl
Light vehicle
Heavy vehicle
Off highway
Heavy vehicle
Off highway
Rail locomotive
Military

Civil

Commercial

Anthracite coal
Projection
parameter
*
NP
NP
Housing units
NP
Housing units
NP
C/I employment
C/I employment
C/I employment
C/I employment
C/I employment
NP
Industrial employment
Industrial employment
NP
Industrial employment
Industrial employment
Industrial employment
NP
NP
NP
NP
NP
NP
NP
NP
Average VMT projection
Average VMT projection
Population
Average VMT projection
Population
Population
Projected aircraft
operation
Projected aircraft
operation
Projected aircraft
operation
NP

                       (Continued)
                           11

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                            TABLE 8   (continued).
Category
 number
    Major
classification
    Minor
classification
Projection
 parameter
  37      Vessels
  38      Vessels
  39      Vessels
  40      Evaporation
  41      Evaporation
  42      Measured VEH miles
  43      Measured VEH miles
  44      Measured VEH miles
  45      Measured VEH miles
  46      Dirt  roads traveled
  47      Dirt  airstrips
  48      Construct land  area
  49      Rock  handlg & storage
  50      Forest  fires
  51      Slash burning
  52      Frost control
  53      Structure fires
  54      Coal  refuse burning
                     Diesel oil
                     Residual oil
                     Gasoline
                     Solvent purchased
                     Gas marketed
                     Limited access rds
                     Rural roads
                     Suburban roads
                     Urban roads
                     Area-acres
                     Area-acres
                     Orchard heaters
                     No. year
                     Size of bank
                 Population
                 Population
                 NP
                 Population
                 Average VMT projection
                 VMT FWY projections
                 VMT FWY projections
                 VMT nonFWY projections
                 VMT nonFWY projections
                 NP
                 NP
                 NP
                 NP
                 NP
                 NP
                 NP
                 NP
                 NP
  NP = No growth was  projected  for  those  categories.
                     TABLE 9.   MOTOR VEHICLE  EMISSION  FACTOR
                               FOR PARTICIPATES
                               Year
                            g/mi
                               1974
                               1982
                               1990
                            0.33
                            0.29
                            0.25
                                       12

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TABLE 10.  AREA EMISSIONS OF PARTICULATE FOR 1982 (ton/yr)
County
No.
\
1
3
4
5
6
7
8
9
10
11
12
13
1 A
1*+
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45

Source
Residential fuel
Residential fuel
Residential fuel
Residential fuel
Residential fuel
Residential fuel
Com/lnst. fuel
Com/lnat. fuel
Com/inst. fuel
Com/ ins t. fuel
Com/inst. fuel
Com/lnst. fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Incineration
Incineration
Incineration
Open burning
Open burning
Open burning
Gasoline fuel
Gasoline fuel
Gasoline fuel
Diesel fuel
Diesel fuel
Diesel fuel
Aircraft
Aircraft
Aircraft
Vessels
Vessels
Vessels
Vessels
[evaporation
Evaporation
Measured miles
Measured miles
Measured miles
Measured miles
Total
Category
Anthracite coal
Bituminous coal
Distillate oil
Residual oil
Natural gas
Wood
Anthracite coal
Bituminous coal
Distillate oil
Residual oil
Natural gas
Wood
Anthracite coal
Bituminous coal
Coke
Distillate oil
Residual oil
Natural gas
Wood
Process gas
Res identlal
Industrial
Com/inst .
Residential
Industrial
Com/inst.
LDV
HDV
Off highway
HDV
Off highway
Rail locomotive
Military
Civil
Commercial
Anthracite coal
Diesel oil
Residual oil
Gasoline
Solvent
Gas marketed
LTD access roads
Rural roads
Suburban roads
Urban roads

Burlington
61
0
68
0
36
4
0
0
23
77
10
0
0
0
0
0
0
0
0
0
8
1
0
0
4
0
0
15
0
13
31
445
23
71
0
10
0
0
0
0
256
0
0
845
2,165
Camden
93
0
126
0
62
1
0
0
53
166
19
0
0
lil Q
417
0
0
0
14
0
0
0
5
4
0
2
3
0
0
24
0
21
47
0
4
1
0
27
6
0
0
0
319
0
0
753
2,169
Gloucester
27
0
54
0
18
3
0
0
11
35
0
0
0
1 L~J
It /
0
0
0
0
0
0
0
87
0
0
1
187
0
0
9
0
8
18
0
31
0
0
46
0
0
0
0
209
0
0
476
1,367
Mercer
57
0
86
0
38
2
0
0
42
137
17
0
0
618
0
0
69
16
0
0
0
0
2
0
0
3
0
0
16
0
14
30
74
48
44
0
1
0
0
0
0
222
0
0
564
2,100
Salem
9
0
23
0
3
6
0
0
5
17
2
0
0
175
0
0
0
0
0
0
0
5
0
0
1
2
0
0
4
0
3
6
3
2
0
0
107
0
0
0
0
114
110
30
50
677
Total
247
0
357
0
157
16
0
0
134
432
48
0
0
1,523
0
0
69
30
0
0
0
105
7
0
4
199
0
0
68
0
59
132
522
108
116
0
191
6
0
0
0
1,120
110
30
2,688
8,478
Percent
2.9
0
4.2
0
1.8
0.2
0
0
1.6
5.1
0.6
0
0
18.0
0
0
0.8
0.3
0
0
0
1.2
0.1
0
0.05
2.3
0
0
0.8
0
0.7
1.6
6.2
1.3
1.4
0
2.3
0.1
0
0
0
13.2
1.3
0.3
31.7

                            13

-------
TABLE 11.  AREA EMISSIONS OF PARTICULATE FOR 1990 (ton/yr)
                                           Couuty
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45

Source
Residential fuel
Residential fuel
Residential fuel
Residential fuel
Residential fuel
Residential fuel
Com./inst. fuel
Com/ ins t. fuel
Com/ ins t. fuel
Com/inst. fuel
Com/inst. fuel
Com/inst. fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Industrial fuel
Incineration
Incineration
Incineration
Open burning
Open burning
Open burning
Gasoline fuel
Gasoline fuel
Gasoline fuel
Diesel fuel
Diesel fuel
Diesel fuel
Aircraft
Aircraft
Aircraft
Vessels
Vessels
Vessels
Vessels
Evaporation
Evaporation
Measured miles
Measured miles
Measured miles
Measured miles
Total
Category
Anthracite coal
Bituminous coal
Distillate oil
Residual oil
Natural gas
Wood
Anthracite coal
Bituminous coal
Distillate oil
Residual oil
Natural gas
Wood
Anthracite coal
Bituminous coal
Coke
Distillate oil
Residual oil
Natural gas
Wood
Process gas
Residential
Industrial
Com/inst.
Residential
Industrial
Com/inst.
LDV
HDV
Off highway
HDV
Off highway
Rail locomotive
Military
Civil
Commerc ial
Anthracite coal
Diesel oil
Residential oil
Gasoline
Solvent
Gas marketed
LTD access roads
Rural roads
Suburban roads
Urban roads

Burlington
61
0
74
0
39
5
0
0
26
84
11
0
0
173
0
0
0
0
0
0
0
8
1
0
0
4
0
0
16
0
14
33
445
31
97
0
11
0
0
0
0
238
0
0
841
2.212
Camden
93
0
140
0
69
2
0
0
60
185
21
0
0
429
0
0
0
14
0
0
0
5
4
0
2
3
0
0
27
0
23
50
0
5
1
0
28
6
0
0
0
323
0
0
766
2,256
Gloucester
27
0
61
0
21
3
0
0
12
40
0
0
0
149
0
0
0
0
0
0
0
87
0
0
1
187
0
0
10
0
9
20
0
42
0
0
50
0
0
0
0
209
0
0
509
1,437
Mercer
57
0
93
0
41
2
0
0
46
149
18
0
0
646
0
0
72
16
0
0
0
0
2
0
0
3
0
0
18
0
16
32
74
66
60
0
1
0
0
0
0
230
0
0
560
2,202
Salem
9
0
25
0
3
7
0
0
7
23
3
0
0
226
0
0
0
0
0
0
0
5
0
0
1
2
0
0
4
0
4
7
3
2
0
0
117
0
0
0
0
130
127
34
56
795
Total
247
0
393
0
173
19
0
0
151
481
53
0
0
1,623
0
0
72
30
0
0
0
105
7
0
4
199
0
0
75
0
66
142
522
146
158
0
207
6
0
0
0
1,130
127
34
2,732
8,902
Percent
2.8
0
4.4
0
1.9
0.2
0
0
1.7
5.4
0.6
0
0
18.2
0
0
0.8
0.3
0
0
0
1.2
0.1
0
0.1
2.2
0
0
0.8
0
0.7
1.6
5.9
1.6
1.8
0
2.2
0.1
0
0
0
12.7
1.4
0.4
30.7

                            14

-------
                                   SECTION 3

                          CALIBRATION OF AQDM FOR TSP


     An analysis of the TSP monitoring data was performed, and attempts were
made to calibrate the AQDM model for TSP.  The starting point for this task was
the TSP calibration in the Metropolitan Philadelphia study performed under EPA
Contract No. 68-02-1376, Task 24.  Two additional monitoring sites were added
to the data base, a site in Cherry Hill, New Jersey (Site Code 310740003), and
the NASN site in Camden, New Jersey (Site Code 310720001).  A regression anal-
ysis was performed for all TSP monitors in the Metropolitan Philadelphia region
which were not highly influenced by fugitive sources.  Seven of the 50 monitors
were found to be highly influenced by fugitive sources and were eliminated from
the analysis.  The results are plotted in Figure 1.  Since the correlation co-
efficient was low (0.493), another regression analysis was performed for only
the New Jersey monitoring data.  The results, Figure 2, were encouraging in
that the correlation coefficient increased (0.682) substantially over the case
where all monitors in the Metropolitan Region were utilized.  An analysis of
the two outlying points was made, and it became apparent that one outlying mon-
itor, which was located in Mercer County, was being largely influenced by the
U.S. Steel Fairless Works.  The Pennsylvania Department of Environmental Pro-
tection was contacted regarding the emissions we were utilizing, and they were
found to be high.  In addition, due to the large particle size of the emissions,
considerable deposition occurs within the plant boundaries.  As a result of this
information, the Mercer site was removed from the data base, and the model was
recalibrated using 16 monitors, rather than all 17 monitors, giving a correla-
tion coefficient of 0.844 (Figure 3).  The air quality and site data for the
New Jersey monitors is listed in Table 12.

     For all air quality modeling runs, the regression line plotted in Figure 3
was utilized.

     One difficulty with the adopted regression line is the 16 yg/m3 under-
prediction of the NASN site in Camden.  The model is unable to predict the high
concentrations at this monitor based on the emission rates in the inventory.
It appears that this site is being influenced by a localized emission source.
Until this source is identified, and the emissions quantified for input to the
model, the air quality of this monitor cannot be adequately predicted.
                                      15

-------
  150
R =0.493
Y =47.7 + 0.79x
       0
30          60          90
 CALCULATED  ANNUAL AVERAGE ,
  120
150
Figure 1.  TSP calibration for  43 select New Jersey and Pennsylvania
          monitors (1974).
                               16

-------
  100
IO
 E
-s.
 O»
 4.

ui
   80
   60
<
z
Q
UI
>
IT
UI
CO
03
O
   40
    20
                                                  R = 0.682
                                                  Y = 30.5 + 0.79x
                     • 2
                 20          40          60         80
                  CALCULATED  ANNUAL AVERAGE,/xg/m3
                                                               100
Figure 2.  TSP calibration for  all 17 New Jersey monitors (1974)
                              17

-------
 100
R =0.844
Y=23.0tl.l6x
               20          40         60         80
                CALCULATED  ANNUAL  AVERAGE,/ig/m3
             100
Figure 3.  TSP calibration for  16 select New Jersey monitors (1974)
                              18

-------
TABLE 12.  COMPARISON OF PREDICTED AND OBSERVED ANNUAL ARITHMETIC AVI

Station
county
Burlington
Burlington
Burlington
Burlington
Camden
Camden
Camden
Gloucester
Camden
Gloucester
Gloucester
Mercer
Mercer
Mercer
Salem
Mercer
Gloucester
SAROAD
site code
310640002
310660003
310660004
310660005
310720001
310740003
310740003
310900001
311000001
311700001
311760001
312980001
312980002
312980003
314900001
315400001
316060001
Station
type
SUB-RES
SUB-RES
RUR-AGR
RUR-AGR
CC-IND.
RUR-NR.URB
SUB -RES
RUR-AGR
SUB-RES
SUB-RES
RUR-AGR
RUR-AGR
SUB-RES
SUB-COMM
RUR-AGR
CC-COMM
SUB-RES
UTM
Station
coordinates
Easting
(km)
526
514
530
514
489
505
496
491
494
489
475
512
533
524
469
519
487
.3
.7
.6
.1
.4
.3
.5
.6
.7
.4
.0
.4
.6
.9
.3
.5
.4
Northing "
(km)
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
,434
,416
,440
,434
,421
,404
,419
,391
,419
,395
,400
,462
,462
,448
,387
,452
,408
.7
.3
.5
.7
.4
.7
.3
.9
.0
.3
.8
.6
.4
.0
.0
.0
.9
Xbserved air
lality (yg/m3;
49.
41.
44.
48.
90.
53.
55.
39.
58.
45.
40.
46.
47.
48.
39.
68.
49.

-------
                                   SECTION  4

                            CALCULATED AIR  QUALITY


     With the calibration of the model, and the projection  of  emissions  to  1982
and 1990, the air quality for TSP can be calculated  for  future years.  The
meteorology and model assumptions for the future years are  the same  as the  as-
sumptions and meteorology utilized in Contract 68-02-1376,  Task Order 24.   The
STAR summary of windspeed, direction and stability for Philadelphia  International
Airport in 1974 was used for model calibration, while long-term averages were
used for projection years.  The model runs  were separated into area  contribution
and point contribution, and a source receptor file was written on tape for  each
receptor used.  In Figures 4 and 5 the regional TSP  air  quality contours are
shown for 1982 and 1990.  The calculated air quality values at each  receptor are
listed in Tables  13 and 14.

     Since the air quality has been calculated as an arithmetic annual average,
and the primary annual standard for TSP is  given as  a geometric average, a  method
is required to convert arithmetic to geometric average.  With  the use of Larsen2
statistics, the geometric average can be calculated  as follows:

                                       m
                           mg
                                exp  (0.5  In2 s  )
                                              o
where m  =  geometric mean
       O

       m =  arithmetic mean

      s  =  geometric standard deviation
       O

A  typical s  for  this region is 1.70, giving the following relationship:
            O

                                  m  = m/1.15
                                   O

     The highest  calculated TSP concentration in the region was 82 yg/m3  (annual
arithmetic  average); dividing by  1.15 yields 71.3 or the estimated geometric
mean.  Since  71.3 yg/m3 is less than the  primary annual standard, the region  is
in attainment of  this primary standard.

     In order to  examine in closer detail the air quality in the City of  Camden,
the air quality was calculated for a 2 km grid.  The resulting air quality is
presented in  Figures 6 and 7 and  tabulated by receptor in Tables 15 and 16.   The
high concentration at the top of  the figures is due to the dock-side grain load-
ing facility  in Philadelphia which causes a very localized high TSP concentra-
tion which  did not appear in the  5 km resolution grid used for Figures 4  and  5.

                                      20

-------
 4465,:,
 4385
       itm»reotv»r    >T SUCKS
                                                              LEGEND
                                                                   (UG/M3)
                                                                  20. 0
                                                                  40. 0
                                                                  50. 0
                                                                  60. 0
                                                                  70. 0
                                                                  80. 0
                                                                  90. 0
    450
                       KM   (EflSTING)
530
Figure 4.   Arithmetic average,  TSP in  yg/m3, 1982 air quality (no  strategy)
                                  21

-------
4 4 E 5 r.._,	1
       HOMTSOtt,
             e*r
                      HICKS
~»«Wr»
\
K
\ '
1 A x
T \ *
- "V
£ \^
±i r * X
n r'
, 	 ^
t ,<
=c <
i, $^/f
^
zjr"*
id 4- ^^^\
V <^ "-V3
N \ "
X\^ >
V
"-, / * /I
'U

V - *'•>
^
s.
v
>„
/ \
/ /^
r1^ V^
^
2r*
/^
> V
.
      H*r»
         "*4i>
                                             ,'"6
                        >^
                       LEGEND
                           (UG/M3)
                    0=    20.0
                    A=    40.0
                    + =    50.0
                    x=    60.0
                    =    70.0
                    ^=    80.0
                    X =
            Si LEU
     450
                                GLOUCfSTER
                         KM   (EflSTING)
                                                        530
Figure  5.  Arithmetic  average, TSP  in  yg/m3,  1990  air  quality (no strategy)

                                    22

-------
      HO.
             t»ST
                     NORTH  UG/««*3
u>
1
4
J
10
13
16
19
2?
25
28
31
34
37
40
43
46
49
52
55
58
61
64
67
70
73
76
79
«2
85
88
9J
94
97
190
103
106
109
112
115
418
121
124
127
130
113
11*
139
142
145
148
455.0
455.0
455.0
455.0
455.0
460.0
460.0
46U.O
460.0
460.0
465.0
465.0
465,0
465.0
465.0
470.0
470.0
470.0
470^0-
470.0
475.0
475, «
475.0
475.0
475,0-
480.0
480.0
460,0
480.0
480.0
48-5,0-
485.0
485.0
485.0
485.0
490.0
490,-0
490.0
490.0
4M-.-&-
495.0
495.0
495,0
495.0
495.0
500.0
500.0
500.0
500,0
500.0
4}96j«
1405.0
4U20.0
44 3%. »
4450.0
4390.0
4405.0
uu?0.0
JU35.0
4«bO.O
4390.0
4405.0
442«.«
4415.0
4450.0
4390 ^0-
4405.0
4420,0
UH35 Q
4450.0
4390.0
440S.-0- -
4420.0
4435.0
4450, O
4390.0
4405.0
4420,O-
4435.0
4450.0
4-MOrO- —
4405.0
4420.0
4435,0
4450.0
4190.0
44O5-^0
4420.0
4415.0
4450.^-
4390.0
4405.0
4420.0
4435.0
4450.0
4394,0
44Q5.0
4420.0
4435,0
J450.0
35.
40.
ia.
42.
18.
34.
41.
39.
39,
37.
35.
43.
4V.
41.
38.
3*.
42.
45.
-Ub-r-
39.
15.
•4-U-
52.
52.
«?,-
35.
43.
-65,
53.
43.
5*,
46.
75.
56,
44,
36.
*S,
68.
58.
-«*T-
16.
44,
60.
60.
45.
36,
43.
54.
60.
"8.
TABLE 13
NO.
2
5
8
11
14
17
20
23
26
29
i2
35
18
41
44
47
50
53
54
59
62
65
68
71
74
77
80
81
86
69
92
95
98
101
10U
107
1 10
111
116
119
122
125
128
131
134
Ii7
140
143
146
149
. TSP
fc*ST
455.0
455.0
055.0
455.0
455.0
460.0
460.0
460.0
460.0
460.0
465.0
465.0
465.0
465.0
465.0
470.0
470.0
470.0
470,0
470,0
475.0
475.0
475,0
475.0
475,0
480.0
480,0
U80.0
460.0
480,0
485.0
485.0
485.0
485.0
485.0
490.0
490.0
490,0
490.0
490,0
495,0
495.0
495.0
495. 0
495.0
500.0
500.0
500.0
500.0
500.0
AIR QUALITY 1
NORTH
4395.0
4410.0
U425.0
4U40.0
4U55.0
4395.0
4410.0
4425.0
U4UO.O
"455.0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410.0
4425.0
4440.0
4455.0
4J95.0
4410.0
4425,0
4440.0
4455.0
4395.0
4410.0
4425.0
4440.0
4455,0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410.0
4425.0
4U40.0
4455.0
UG/»**3
39.
37.
38.
37.
35.
45,
40.
39.
10.
35.
43.
45.
41.
41.
36.
37.
46.
45.
47,
38.
37.
46.
51.
50.
41,
J7.
49.
59.
54.
41.
38.
53.
69.
51.
42.
39.
51.
79.
54.
43.
18.
49.
68,
54.
49.
37.
47.
57.
55.
80.
                                                                                      N(
                                                      (continued)

-------
                                                 TABLE 13  (continued).
       NO.
              EAST
                      NORTH  UG/M**3
NO.
                                                      tAST
                                                              NORTH  uG/M**3
to
151
15U
157
160
163
16b
169
172
17b
17S
161
184
187
190
19}
190
199
202
205
206
211
214
217
220
221
226
5*5 rO
505.0
505.0
5*5,0
505.0
sio.c
510.0
•510.0
510,0
510, 6
515.0
515.0
515.0
515.0
515.0
520.0
520.0
520.0
530 ^0 	
520.0
525.0
52J»-r*
525.0
525,0
S2S,0
489,4
OJlJft.O
U405.0
4420.0
UAJ5.0
ua50.0
«390.0
ii«0b, o
y u 2 il . 0
UU35.0
«-«50,0
aj90.0
iao5.o
1W20.0
««35.0
(HJ50.0
0390.0
uaos.o
4120.0
-1445-^5-
4450.0
4390,0
4-4&5,-0~
4420.0
4415.0
UflSO^O
4421.4
J5,
43.
49.
So.
47.
35,
40,
"b.
53.
-4«.
35.
39.
44.
51.
51.
i«^
i8.
44.
-sa^
68.
34.
37,
42.
48.
5».
69.
152
155
158
161
164
167
170
173
176
179
182
185
US
191
194
197
200
203
206
209
212
215
218
221
224
505.0
505.0
505.0
505.0
505.0
510.0
510.0
510,0
510.0
510.0
515.0
515.0
515.0
515,0
515.0
520.0
520.0
520.0
S20.0
520.0
525.0
525.0
525.0
525.0
525.0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410,0
4425.0
4440,0
4455.0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410,0
4425.0
4440.0
4455.0
37.
46.
51.
54.
49.
37.
4
-------
                                                TABLE 14.   TSP AIR QUALITY 1990
to
0.
1
4
7
10
13
16
19
2?
25
£M
31
34
37
40
43
46
49
52
55
58
61
64
67
70
74
76
79
&i
85
88
91
94
0!
100
103
106
149
112
115
148
121
124
127
130
133
136
139
142
145
1 u8
EAST
455.0
455.0
455.0
455.0
455.0
460.0
460.0
4eO .0
460.0
460.0
465.0
465.0
465.0
465.0
465.0
470.0
470.0
470.0
470.0
470.0
475.0
475.-0-
475.0
475.0
47^.0
480.0
430.0
484.4
480.0
480.0
485.0
485.0
485.0
485,0
485,0
490,0
490.0
490.0
490,0
490.4
495.0
495,0
495.0
495.0
495.0
500,0
500.0
500.0
500.0
500.0
SOUTH
439O.O
4405.0
4420.0
4435rO
4450.0
4390.0
4405.0
au ' ' 0
443 _ ^ •>
4450.0
4390.0
4405.0
4426-. 0
4435.0
4450.0
4i90,»
4405.0
4420.0
4435,-Q —
4450,0
4390,0
4404^-0—
4420.0
4435.0
4450 rO -
4390,0
4405.0
442Q..4-
4435.0
4450.0
4394.0- --
4405.0
4420.0
4435.4
4450,0
4390,0
4405,0- -
4420,0
4435.0
4454.4
4390.0
4405.0
4424.0
4435.0
4450.0
4394.4
4405,0
4420.0
443-5,0
4450,0
UG/M*«3
36.
•12.
38.
42.
38.
36.
46.
40.
59.
5'.
57.
45.
uf.
42.
58.
36,
43,
46.
	 46,--
40.
36.
-**.-
53.
52.
-4J-T-
36.
44.
66.
54.
44,
47,
47.
77,
57.
45.
37.
	 ^*.
70.
59.
	 4fr»
37.
45.
.64-,
61 .
46.
36.
44.
55.
W.
49.
                                                 NO.
                                                        tAST
                                                                NORTH  i)G/«»«3
2
5
8
1 1
14
17
20
23
26
29
32
35
38
41
44
47
50
53
56
59
62
65
68
71
7«
77
80
83
86
89
92
95
98
101
104
107
110
113
116
H9
122
125
128
131
134
137
140
143
146
149
455.0
455,0
455.0
455.0
455.0
460.0
460.0
460.0
460.0
460.0
465.0
U65.0
465,0
465.0
465,0
470.0
470.0
470.0
470,0
470.0
475.0
475.0
475.0
475.0
«75.0
480.0
480.0
480.0
480,0
480.0
485.0
485.0
485.0
485.0
485.0
490.0
490.0
490.0
490.0
490.0
495.0
495.0
495.0
495.0
495.0
500,0
500.0
500.0
500.0
500.0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410.0
4425,0
4440.0
4455.0
4395.0
4410.0
4425.0
4440.0
4455.0
4595.0
4410,0
4425,0
4440.0
4455.0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410.0
4425.0
4400.0
4455.0
4395.0
4410.0
4425.0
41)40.0
4455.0
4395.0
4410.0
4425.0
4440.0
4455,0
4395.0
4410.0
4425.0
4440.0
4455.0
4395.0
4410.0
4425.0
4440,0
4455.0
41.
39.
38.
37.
35.
50.
41.
39.
40.
36.
«7.
46.
41.
4?.
37.
39.
47.
«5.
48.
38.
38.
47.
51.
51.
41.
39.
51.
59,
55.
41.
39.
54.
70.
54.
43.
40.
52.
81.
55.
44,
39.
50.
69,
55.
49.
58.
48.
58.
56.
80.
                                                                                           NO.
  b
  9
 \i
 \c>
 IB
 21
 24
 ^^
 30
 33
 4b
 39
 42
 45
 48
 51
 54
 57
 60
 63
 66
 69
 72
 7S
 78
 61
 84
 87
 90
 9J
 96
 99
102
105
108
111
114
117
120
123
126
129
1J2
1J5
138
141
144
147
150
                                                             (continued)

-------
     TABLE  14  (continued)
u.
151
154
157
166
165
1 66
169.
172
175
178
181
184
1 87
190
193
196
199
202
205
208
211
214
217
220
223
226
tAST
505.0
505.0
505.0
595.6
505.0
510.0
510.0
510.0
510.0
510.9
515.0
515.0
-5 l^i 0
515.0
515.0
520,0
520.0
520,0
-sao.-o-
520.0
525.0
-525-^0
525,0
525.0
SiS^a--
489.4
MIRTH
4396-iO-
4 a o 5 . o
4420. 0
4435.6
4450. 0
4390.0
4405.0
4420 . 0
4435.0
4450, 0
4390. 0
4405, 0
4 4 2^i 0
4435. 0
4450. 0
4390.0
4405.0
4420.0
iMlJ^-O
4450.0
4390.0
UU-05,-0
4420.0
a«J5.0
«U154»«-
4421,4
UG/"*»3
36.
144 .
50.
5^.
48.
ife.
41 .
a7.
54.
49.
35.
40,
II C
45 .
52.
52,
15.
39.
44 .
^^
68.
34.
}&.
«2.
«8.
	 WJ,
71 ,
MO.
       EAST
                NORTH  OG/"**3
152
155
158
lei
164
167
1 70
1 73
1 7b
179
182
185
188
191
1 94
197
200
203
206
209
212
215
218
221
220
505.0
505.0
505.0
505. 0
505.0
510.0
510.0
510.0
510.0
510.0
515.0
515.0
515.0
515.0
515.0
520,0
520.0
520.0
520.0
520,0
525.0
525.0
525.0
52S.O
S2S.O
4395,0
4410.0
4425.0
4440.0
4«55.0
4395,0
4410.0
4425.0
4440,0
4455.0
4395,0
4410,0
4425.0
4440.0
4455.0
4395.0
4410,0
4425.0
4J440.0
4455.0
4395.0
U410.0
4425,0
4440.0
44155.0
38.
47.
52.
55.
49.
37.
45,
149,
55.
47.
37.
42.
47.
58.
49,
36.
"1 ,
47.
59,
53.
35.
39,
««.
58.
«•».
NO.

 153
 156
 159
 162
 165
 168
 171
 174
 177
 180
 183
 186
 189
 192
 195
 198
 201
 204
 207
 210
 213
 2lb
 219
 222
 225

-------
.428
   oc
   €3
   Z
4412 1 _
   486
              HHIIIIMMH.  RVF.RflGE  11)I'  IN  M
              1982  RIR QURLITY NO STRRTEGY
-H-

                              KM  (EflSTING)

                 Figure 6.  Camden TSP air quality for 1982.
                                 27

-------
4428 ,	
              flRITHMETIC RVERRGE  TSP  IN  UG/M**3

              1990 RIR  QURLITY NO STRRTEGY
              ir
   •r.
   t—
   cc
                                                   -J
 4412
    486
                             KM  (EflSTING)

                Figure 7. Camden TSP air quality for 1990.


                                 28

-------
                                    TABLE 15.   TSP AIR QUALITY IN CAMDEN 1982
       MO.
              LAST
                      NUSTH UG/M«*3
1
a
7
10
1}
16
11
22
25
28
31
34
488.0
160.0
188.0
4*0.0
190.0
492.0
192.0
494.0
194.0
191.0
49t>.0
496.0
illl. 0
1120.0
112&.0
441R.O
1121.0
4410,0
4422.0
4414.0
1120.0
442o.O
1418.0
1121.0
60.
71.
72.
t>6.
73.
60.
67.
Si.
61.
81.
56.
62.
                                                    EAST
                                                            MONTH  Uli/M**3
                                                                                   NO
2
5
8
11
11
17
20
23
26
29
32
35
188.0
168.0
190.0
190.0
190.0
192.0
192.0
194.0
194.0
496.0
496.0
496.0
4416.0
4422.0
1114.0
4 '4 ? 0 . 0
H26.0
1418.0
1424.0
4116.0
1122. a
4414.0
4420.0
4426.0
67.
71.
50.
69.
75.
63.
72.
56.
63.
52.
58.
66.
N>
VD
TABLE  16.   TSP AIR QUALITY IN CAMDEN 1990
       Nil.
              LAST
                      NUKTH
                                             NO.
                                                    EAST
1
a
7
10
13
16
19
22
25
28
31
34
4Ht*.0
486.0
468.0
490.0
190. n
492.0
192.0
u
-------
The high concentrations do not exceed the primary annual standard anywhere in
the New Jersey portion of the Metropolitan Philadelphia AQCR.

     An analysis was performed to ascertain whether or not the secondary 2-hour
standard of 260 yg/m3 was being attained  (attainment is defined as not exceed-
ing this value more than once per year).  Through Larsen statistical analysis,
the annual average which should not be  exeeded  if the 24-hour standard is not
to be exceeded, can be calculated.  The generally accepted geometric annual
value is 60 yg/m3 which is determined assuming  a geometric standard deviation
of about 1.75.  This corresponds to an  arithmetic annual average value of
69 yg/m3.  Based on the annual arithmetic value of 69 yg/m3, a section of the
City of Camden would be in nonattainment of the secondary standard.  To determine
whether the 69 yg/m3 was applicable for the Camden area, an  analysis was per-
formed to graphically calculate the average geometric standard deviation  (see
Figures 8 through 11), and to compare these calculated values with the values
calculated directly from the air quality measurements.  Table 17 lists the re-
sulting values.

         TABLE 17.  GEOMETRIC STANDARD  DEVIATIONS FOR THE CAMDEN AREA


                                 . r.    .       Calculated     Graphical
        Site  code     Site identification
                                                  s             s
                                                   g             g

        310740003     Cherry Hill                1.58          1.92
          Sub-Res

        310730003     Berlin Township            1.62          1.71
          Rur-Nr.Urb
311000001
Sub -Res
310720001
CC-Ind

South Park Drive

NASN (Fire Station)

Average
1.78

1.58

1.64
1.88

1.72

1.81

      If the geometric standard deviation  of  1.64  is utilized  to  calculate  the
 annual arithmetic value which should  not  be  exceeded  to attain the  24-hour
 standard,  the annual arithmetic value would  be  about  80 yg/m3.   However, if
 the geometric standard deviation of 1.81  is  utilized  to calculate the annual
 arithmetic value not to be exceeded,  the  value  is  65  yg/m3.   The graphical
 technique  utilized to determine the geometric standard deviation is more
 sensitive  to the high end of  the distribution,  and considers  the fact that
 the maximum value is more a function  of the  tail of the distribution rather
 than the complete distribution.  Since any year has a maximum of 60 values in
 the frequency distribution, it may be advantageous to add the distributions
 from a number of years to obtain a more statistically significant geometric
 standard deviation.   The importance of obtaining an accurate  geometric  standard
 deviation  can be seen in that if 1.64 is  the correct  value, Camden  is in attain-
 ment of the secondary standard; however,  if  1.81  is the correct  geometric  stan-
 dard deviation only a portion of the  City is in attainment of the secondary
 standard.                             O

-------
  1000
   9OO -
   800
   700
   600

   500

   400


   300
   200
      99.99
             98.9 99,8
                       99  98
                                95
                                     90
                                           80   70  SO  5O  40   30   20
                                                                      10
to
 E
   100
    90
    80
    70

    60

    50

    40


    30
    20
    10
           J	I
T
    I
      C.Ol  0.050.1  0.2  0.3
                                 3    10    20   30  40  50 60  70   80    90
                                   CUMULATIVE FREQUENCY DISTRIBUTION
                                                                           95
                                                                                98
                        Figure 8.   Frequency distribution  for Cherry Hill s:

-------
u>
                1000
                900
                800

                700

                600

                500

                400


                300
                200
in
 E
•^   100
 J  90
    80
    70

    60

    50

    40


    30
                 20
                   99.99
                 10
             98.9 99,8
            	f	1	
                                     99   98
                         i
                           _i
                              i
                                  l
 95
~T
 90
—r~
                                                        80
70   60  50 40  30
              r~
                                                                               20
                                                                                     10
       ~l	T
                   O-Ol  0.050.1  0.2   0.3
                                              3    1C     20   30   40  50  60  70   80    90
                                                CUMULATIVE  FREQUENCY  DISTRIBUTION
                                                                                          95
                                                                                               91
                                 Figure 9.   Frequency  distribution for  Berlin Township

-------
     99.99
                99,8
                       99  98
                               95
                                    90
                                          80
                                              TO  60  5O 40  30  20
                                                                      10
  900
  eoo

  7OO

  6OO

  500

  400


  300
   200 -
                                               I
                                                  I
                                                      I
                                                         I
                                                            I
E
^
9
=t
100
90
80
70

60

50

40


30



20
    10
              I
                    _L
                                                  J	L
      o.oi  0.050.1 0.2  as
                                 3    10    20   30  40 50  60  70  80    90   95
                                  CUMULATIVE  FREQUENCY  DISTRIBUTION
                                                                                98
                    Figure 10.   Frequency distribution for South Park  Driv

-------
OJ
-P-
             1000
              900
              800

              700

              600

              500


              400


              300
              200
                 99.99
                        98.9 99.8
                                   99  98
100
 90
 80
 70

 60

 50


 40


 30
               20
               10
                      i   i   i
                             95
                            ~r
                                                90
                                                      80
 70
—r
 60  50 40  30
~l	1	1	T~
 20
—T~
                                                                                  10
                 O.Ol  0.0501 0,2  0.3
                                                              J	L
                                            3    10    20   30  40 50  60  70   80     90    95
                                              CUMULATIVE  FREQUENCY DISTRIBUTION
                                                                              98
                                       Figure 11.   Frequency  distribution for NASN sit

-------
                                  SECTION 5

                   AIR QUALITY ANALYSIS AND RECOMMENDATIONS


AIR QUALITY DATA AT THE NASN SITE IN CAMDEN

     The air quality, as measured at the NASN site, is above the standard.
Under this program, a short analysis was performed to determine the reason
for the high air quality values.  Modeling has underpredicted this monitor
by about 16 yg/m3, thus indicating that the source of the high TSP concentra-
tions is not in the inventory, and it may be a localized fugitive source.

     In order to determine the principal source types impacting the monitor,
a study of the trace element analysis was performed for the filters analyzed
by EPA.  To conduct a reliable elemental balance determination of the sources
contributing to TSP levels at a monitor, some eight tracer elements are required.
These include:  Sodium (marine tracer), Vanadium (oil combustion tracer), Lead
(auto tracer), Zinc (incineration tracer), and Aluminum, Iron, Manganese, and
Arsenic (soil and coal tracers).  Both soil and coal are high in Iron and
Aluminum, so Manganese (depleted in coal particulates) and Arsenic (depleted
in windblown soil) are needed in order to separate these two similar
particulates.

     In the case of the NASN data, only four of these eight tracer elements
have been analyzed.  As a result, a meaningful total elemental balance is not
possible with the NASN data.  Certain source contributions can be roughly de-
termined, however.  For instance, the 1973-1974 annual average lead content
(approximately 1.5 percent) of the sample at the City of Camden NASN station
indicates that about 10 percent of the particulate load is due to automobile
emissions.  The Vanadium content (approximately 0.1 percent) indicates that
oil combustion contributes only 1 to 2 percent of the ambient TSP load at this
station.  The other four TSP components (i.e., soil, marine, incineration, and
coal) are not as confidently determined.

     If the coal combustion is assumed to be zero, then the Iron content at the
site (1.9 percent) indicates that soil makes up one-half of all particulates
at the site.  Applying this percentage contribution to the soil Manganese con-
tent (0.09 percent), however, underpredicts the ambient concentration found.
Also, without considering the Aluminum content, the Iron content cannot be
accurately used as a soil-tracer, due to possible interferences by other Iron
sources such as auto body rust particulates,  or industrial process emissions.
Thus, it is not possible to confidently state the soil contribution without a
complete elemental balance of all eight tracers.
                                      35

-------
     It is interesting to note, however, that the Iron content at the Glassboro
site in Gloucester County is much lower than that at the Camden site  (25 percent
versus 50 percent).  Thus, if windblown urban particulates are the cause of the
higher Iron content, this would explain why the AQDM model is better able  to
predict concentrations at the Glassboro site.  If the above considerations are
to be resolved, it seems clear that a- more complete elemental balance analysis
of TSP samples at the Camden site is  required (including all eight tracer  ele-
ments) .  Moreover, at least one other (complying) site should be similarly
analyzed for comparative purposes.

ATTAINMENT OF THE PRIMARY ANNUAL TSP  STANDARD

     Attainment of the Primary Annual Standard in the region has been achieved,
and it will be maintained through 1990.  The high TSP air quality near Trenton
is primarily due to  the U.S. Steel Fairless Works.  However, the actual impact
of this source is considerably less than the calculated concentrations indi-
cated because the emissions are predominantly large particles which,  for the
most part, settle onto the company's  property.  This conclusion was derived
from discussions with the local field office of the Pennsylvania Department
of Environmental Resources, and from  the fact that the monitoring site in  Tren-
ton has considerably less observed TSP concentration than the model predicts.

ATTAINMENT OF THE SECONDARY TSP STANDARD

     Based on the discussions in Section 4, the determination of the attainment
of the secondary 24-hour standard is  questionable.  The main difficulty lies
in the determination of the appropriate geometric standard deviation.  Examin-
ing the limited data available at the Camden NASN and Cherry Hill sites gave
low  (1.58) geometric standard deviations.  However, the data represented only
about one-third of the year.  The Berlin Township and South Park Drive sites
had higher geometric standard deviations, but the peak observed concentrations
were 152 yg/m3 and 192 yg/m3, both above the secondary standard.

     From the available data it appears that there may be a problem in attain-
ing the secondary standard; however,  it is not clear whether or not there  is a
problem.  Further analysis of a more  complete data base for all Camden monitors
will be required to  better define whether or not a problem exists.

     Strategies were not presented to reduce emissions and make sure  the sec-
ondary standard was  achieved.  The primary reason for not recommending any
strategy is the large percentage of the air quality concentrations which are
due to background and area sources.   Figures 12 and 13 display the relative
contributions of various regions to the recorded air quality.  It becomes
apparent that New Jersey's contribution is small; thus, controls by New Jersey
alone would not radically improve the air quality.  Appendix A contains the
source contribution  files for selected receptors in the region.

RECOMMENDATIONS FOR  FURTHER STUDY

     Two suggestions can be made concerning the air quality in the Camden  area.
The first is a detailed study around  the NASN site to determine the reason for


                                      36

-------
               NON NEW  JERSEY  <-
                     \  49%
            COORDINATES 490,4420
            COORDINATES  490,4422
            COORDINATES 492,4422
Point  Sources, 19%

Area Sources, 30%

Point Sources, 3%
•Area Sources, 15%
                                           Point Sources,20%

                                          Area  Sources, 31%

                                           Point Sources, 5%

                                          •Area Sources, 15%
                NON NEW JERSEY
                        50%
Point Sources, 21 %

Area Sources, 29%

Point Sources, 3%


Point Sources, 13%
Figure  12.   Distribution of the location of  sources impacting
               selected  receptors  in Camden City in  1974.
                                   37

-------
                       POINT SOURCES
                           21%

                       AREA SOURCES
                           28%
                      POINT  SOURCES
                           3%

                      AREA SOURCES
                            14%
                      'OINT SOURCES
                          23%

                      AREA SOURCES
                          30%
                      POINT SOURCES
                           4%

                      AREA SOURCES
                           10%
COORDINATES, 490, 4420
COORDINATES, 490, 4422
                                           POINT SOURCES
                                               22%

                                           AREA SOURCES
                                               29%
                                           POINT  SOURCES
                                               3%

                                           AREA SOURCES
                                               12%
                     COORDINATES, 492, 4422
Figure 13.   Distribution of  the location of  sources impacting
              selected receptors in  Camden City in  1982.
                                 38

-------
the high concentrations observed at the site.  The second recommendation is to
look at a complete data base for the monitoring site in Camden to make a better
determination of the geometric standard deviation, and to examine the concentra-
tion data to determine if values above the secondary standard are being observed.

     Our recommendations for resolving the reason for the high TSP concentra-
tions at the Camden NASN site are as follows:

     1.   Examine historical data to assess the trends in air
          quality.

     2.   Perform a complete elemental analysis to determine the
          principal source categories which are contributing to
          the high TSP concentrations.

     3.   Perform a detailed mini-inventory around the site.

     4.   Perform some modeling to see if the new inventory accounts
          for the observed concentrations.

     5.   Perform the above analysis for a nearby compliance site to
          help assess the differences between the sites which may
          account for the high concentrations.

     6.   Set up a special monitoring program to identify the emis-
          sion sources and emission rates.

     Some of these recommendations can be easily implemented with a minimal ex-
penditure of manpower and funds, while others are very extensive and expensive.
We recommend that the above steps be followed in the order presented so that
no more effort than required would be expended to resolve the problem.
                                       39

-------
REFERENCES

1.   Emission Inventory and Sulfur Dioxide Alternatives for the Metropolitan
     Philadelphia Region.  U.S. Environmental Protection Agency, Region III,
     Air Programs Branch, Philadelphia, Pennsylvania.  EPA 903/9-77-030.
     August 1977

2.   Larsen, Ralph I.  A Mathematical Model for Relating Air Quality Measure-
     ments to Air Quality Standards.  U.S. Environmental Protection Agency,
     Office of Air Programs, Research Triangle Park, North Carolina.  AP-89.
     November 1971.
                                     40

-------
          APPENDIX A

SOURCE CONTRIBUTION FILES FOR
      SELECTED RECEPTORS

County name
New Castle
Burlington
Camden
Gloucester
Mercer
Salem
Bucks
Chester
Delaware
Montgomery
Philadelphia
County code
0180
0660
0740
1760
2980
4900
1200
1660
2360
6000
7160
              41

-------
                 1974  DATA
COORDINATES FOR T»IS SOURCE RECEPTO" ftLE  »RE    520.0   4450.0

            POINT SOURCE CONTRIBUTION IS 23.68


             COUNTY   COUNTY CONTRIBUTION
              COOE


COUNTY
coot
2960
1200
1200
1200
1200
7160


POINT
COOE
0007
0025
0029
0006
0006
2060


CONTRIBUTION COUNTY
UG/»««3 COOE
0.26 1200
0.53 1200
0.05 1200
0.26 1200
1.65 1200
0.25


POINT
COOE
0020
0029
0036
0046
0046

0160
0660
2960
OOOC
1200
lt>60
2360
6000
7160
CONTRIBUTION
UG/>"«3
0.37
0.10
0.28
0.10
0.27

0.22
0.51
0.17
O.I 1
0.62
O.H
19.56
0.26
0.20
0.00
1.63
COUNTY
COOE
1 200
1200
1200
1200
1200

ARE* SOURCE CONTRIBUTION














COUNT T
CUOE
2980
2960
2980














»RE«
COOE
0102
0200
0214














CONTRIBUTION COUNTY
UG/»*«J COOE
0.36 2980
0.62 2960
0.12 2960














CODE
0100
021 1
0302
COUNTY COUNTY
COOE
0180
160
660
700
1760
2960
0900
1200
(660
2)60
6000
7160
CONTRIBUTION
UG/M«*3
0.14
4.66
0.19


POINT CONTRIBUTION
COOE UG/M««3
0025 3.39
0029 0.45
0006 6.35
0046 3.22
0053 0.26

IS 19.36


COUNTY
COOE
1200
1200
1200
1200
7160




POINT CONTRIBUTION
COOE UG/«««3
0025 0.41
0029 0.14
0006 0.25
0046 0.02
1567 0.12


CONTRIBUTION
UG/M**3
0.0
0.42
0.93
0.69
0.31
6.15
0.10
2.85
0.32
0.07
2.01
3.09
COUNTY
COOE
2960
2960
2980













*RE« CONTRIBUTION
CODE UG/«**3
01 13 0.10
0212 0.17
0303 0.15













COUNTY
CODE
2960
?9(0
2960













«RE« CONTRIBUTION
CODE UG/"*»3
0203 O.U
0213 0.53
0311 0.12
                     42

-------
                  1974  DATA
CUO»01K»res  K> T»IS SOURCE BtCtPTOrf 'ILE  »RE    uoO.O




            POINT SOURCE CONTRIBUTION IS  4.51






             COUNTY  COUNTY CONTRIBUTION












COUNTY
CODE
0180
• 900
1200
CODE
0130
0660
0740
1760
2980
4900
1200
1660
2360
6000
7160
POINT CONTRIBUTION COUNTY POINT CONTRIBUTION
CODE UG/M««! CODE CODE UG/1-"!
0008 0.15 0180 0010 0.28
0001 0.13 4900 0002 0.25
0046 0.11
UG/"** 3
1 . $2
0.04
0.08
O.Od
0.02
5.91
0.15
0.15
0.28
0.2U
0.35
COUNTY POINT
CODE CODE
0180 0016
U900 0010













CONTRIBUTION COUNTY POINT CONTRIBUTION
UG/"*«3 CODE CODE UC/M««3
0.14 4900 0001 0.17
1.29 4*00 0011 3.55

             • REi SOURCE CONTSIBUHON IS  7.71
COUNTY COUNTY CONTRIBUTION













COUNTY
CODE
180
180
1*0
4900
CODE
0180
iao
660
740
IT60
2980
• 900
1200
1660
2160
6000
7160
»RE« CONTRIBUTION COUNTY «RE« CONTRIBUTION
CODE UG/»«'l CODE CODE UG/M««!
0610 0,23 I80 06UO 0.16
Oral 0.25 180 074U 0.16
0)61 O.S7 l»0 0961 0.14
07H 0.19 7160 0101 0.11
UG/****1
0.0
1.57
0.10
0.24
0.11
0.04
1.09
0.12
0.4Z
0.53
0.59
D. 52
COUNTY 4REA CONTRIBUTION COUNTY
CODE CODE UG/"«»! CODE
ISO 0720 0.12 180
180 0842 0.11 180
4900 0600 0.19 (900














"Kit CONTRIBUTION
CUOE UG/H««3
0742 0.20
0851 0.19
0702 «,17

                      43

-------
      1974  DATA
POINT SOURCE CONTRIBUTION IS 9.51
COUNTY COUNTY CONTRIBUTION
COOE UG/»«"3











COUNTY
COOE
0180
1)900
1200
0180
0660
0790
1760
2960
• 900
1200
1660
2160
6000
7160
POINT CONTRIBUTION COUNTY POINT CONTRIBUTION
CODE UG/«**3 COOE COOE UG/M*»3
OOOB 0.15 01 80 0010 0.28
0001 0.33 1900 0002 0.25
0046 0.11
1 . P2
0.00
0. 08
0.08
0.02
5.91
0.55
0.55
0.28
0.20
O.J5
COUNTY POINT CONTRIBUTION COUNTY POINT
COOE COOE U6/M«*5 COOE CODE
0180 0016 0.10 0900 0001
0900 0010 1.29 0900 0011












CONTRIBUTION
UG/M*«5
0.17
5.55

•BE*  SOURCE CONTRIBUTION IS  7.75
 COUNTY
  CODE
  01 BO
   1BO
   660
   700
  1760
  2980
  • 900
  1200
  1*60
  2360
  6000
  71bO
COUNTY  CONTRIBUTION

       o.o
       3.57
       0.10
       0.20
       0.13
       0.00
       1 .09
       0.12

       o!s3
       0.59
       n.52
COUNTY
cooe
180
190
190
9900
ARE* CONTRIBUTION COUNTY
CODE UG/»«*3 COOE
0630
0703
0863
0711
0.25
0.25
0.57
0.19
160
160
180
7160
»BE» CONTRIBUTION COuNTr
COOE UG/M«'3 COOE
06QO
0961
0103
0. 16
0.16
o.ia
0.11
180
1BO
0900
«RE« CONTRIBUTION COUNTY
COOE UG/««*3 CODE
0720
0902
0600
0.12
0.1]
0.19
leo
190
0900
«RE» CONTRIBUTION
CODE UG/»««3
07"2
0851
0702
0.20
0.19
0.17
           44

-------
                    1974  DATA
CCOMOISiTCS 'OK I«IS SOURCE "fCfC" MLE  «'E    U90.0   0022.u




            POINT SOURCE CONTRIBUTION IS |5.»)


COUNTY
coot
0700
1200
7160
MM
Tl»0


MINT
CODE
0006
00116
I5B7
206*
9T02


CONTRIBUTION
ue/«««j
0.17
0.13
0.31
2.01
0.11


COUNTY
CODE
07110
1200
7160
7160



POINT
CODE
0037
0006
15"'
9500

COUNTY COUNTY
CODE
oieo
0660
0790
1760
2980
0900
1200
1660
2360
6000
7160
CONTRIBUTION
U6/»"«)
0.60
0.23
0.12
1.02

CCNTOI6UTION
UG/W**)
0.°3
0.25
1.93
0.3S
0.06
0.31
1.35
0.00
0.06
0.59
9.70
COUNTY
CODE
0700
7160
7160
7160

»RE» 30UOCE CONTRIBUTION














COUNT <
CODE
140
700
no
740
• 000
7160
7160
7160
7160
7160
7160
7160
7160














»RE4
CODE
0»6)
0611
070?
07la
0100
0212
0723
OSI3
0320
OHIO
0020
011)11
0512














CONTRIBUTION
UG/««« J
O.la
0.2)
0.69
0.2*
0.10
0.12
1.0"
0.16
0.07
0.11
0.33
O.I*
0.3)














COUNT*
CODE
7110
700
700
1760
6000
7160
7160
7160
7160
7160
7160
7160
7l(,n














4RE1
crot
OSO)
0612
0711
0720
0210
0213
0300
0310
0002
0021
0031
0501
OM3
COUNTY COUNTY
CODE
01 BO
ISO
660
710
1760
2980
0900
1MO
1660
2)60
6000
7160
CONTRIBUTION
UG/M**i
0.12
0.11
O.B6
0.12
0.11
0.23
0.29
0.01
0.13
O.B2
0.60
0.12
0.1*

POINT
CODE
003B
1S1I
2005
950«

13 27

CONTRIBUTION
UG/«*«)
0.76
0.11
0.11
1.02

.31

COUNTY
CODE
0900
7160
7160
7160



MINT
CODE
0011
1573
2060
»S05



CONTRIBUTION
Ut/«««5
0.10
0.11
0.11
0.11


CONTf I8UIION
UG/*«")
0.0
O.B6
0.67
0.63
1.02
0.16
0.20
0.<2
o.SH
1.63
2.35
10. BO
COUNTY
CODE
700
700
700
1760
6000
7160
7160
7160
7160
7160
7160
7160
7160













• RE»
CODE
0602
0613
0712
0813
0053
0210
0311
0321
0011
0022
0032
0502
1521













CONTRIBUTION
UG/H**3
0.11
0.30
0.26
0.11
0.11
0.36
0.09
0.90
0.12
1.03
0.15
0.11
1.19













COUNTY
CODE
700
700
700
2360
7160
7160
7160
7160
7160
7160
7160
7160
7160













1REI
CODE
0600
0610
071)
0431
0103
0221
0312
012)
0012
0023
00))
0511
052?













CONTRIBUTION
UG/"**3
0.11
0.11
O.SI
0.10
l.*2
0.11
0.52
O.BO
0.37
0.01
0.2B
0,20
O.lf
                         45

-------
                  1974  DATA
CCOR01S1TES FC=  T»I5 SOURCE RECEPTOR  FILE IRE   400.0   0420.0



             POINT SOURCE CONTRIBUTION IS 13.61






             COUNTY   COUNTY COtTRIBUTION


COUNTY
CODE
07UO
4900
7160
7160
71(0


POINT
CODE
0037
0011
1561
2060
9507


CONTRIBUTION
UG/««.)
0.10
0.10
0.12
0.10
0.11


COUNTY
CODE
0700
1200
7160
7160
7160


POINT
CODE
0036
0006
1587
2060
9507
CODE
0180
0660
0740
1760
0900
1200
1660
2360
6000
7160
CONTRIBUTION
UC/»««3
0.10
0.38
0.30
1.81
0.11
UG/«««)
0.02
0.21
0.67
0.00
0.06
0.32
, 1.20
0.36
0.02
0.54
8.75
COUNTY
CODE
0700
1200
7160
7160
7160
IRE> SOURCE CONTRIBUTION













COUNTY
CODE
180
740
700
740
2360
7160
7160
7160
7160
7160
7160
7 ' ..













1RE1
CODE
0663
0611
0702
0714
0031
0210
0)11
0)21
0012
0123
10 JO
-.t i t













CONfRIBuTITS
UG/«««3
O.lll
0.20
0.70
0.19
0.12
0.4)
0.61
0.90
0.25
0.20
0.15
".Io













COUNTT
CODE
700
700
700
1760
7160
7160
7160
7160
7160
7160
7160
'I*'













»Ht 4
coot
OS03
0612
0711
0724
0103
0221
0312
0)23
0010
0420
0501
•5?'
COUNTY COUNTY
CODE
0180
180
660
740
1760
2980
0900
1200
1660
2)60
6000
7160
CONTRIBUTION
UG/M..J
0.15
0.13
3.53
0.15
1.01
0.17
0.57
0.60
0.11
0.2S
0.12
".IS


POINT
CODE
0006
0046
1580
9504
9702
13 28


CONTRIBUTION
UG/—3
0.11
0.21
0.12
0.07
0.15
.01


COUNTY
CODE
1760
7160
7160
7160




POINT
CODE
0026
1501
2045
9504




CONTRIBUTION
U8/X..3
0.12
0.11
0.11
0.17


CONTRIBUTION
UG/»>«3
0.0
0.87
0.61
7.46
1.23
0.15
0.21
0.30
O.KJ
1.67
2.00
13.20
COUNTY
CODE
700
700
700
1760
7160
7160
7160
7160
7160
7160
7160
7160












»RE»
CODE
0602
0613
0712
0813
0212
0223
0)1)
0320
0421
0431
OStl
"522












CONTRIBUTION
UG/M..3
0.15
0.45
.31
.14
.1)
.29
.37
.64
.62
.45
.16
".1 !












COUNTY
CODE
740
T40
T40
2)60
7160
7160
7160
7160
7160
7160
7160













«RE1
CODE
0604
0614
071)
0222
021)
0104
0)14
0402
0422
04)3
0512













CONTRIBUTION
UG/««*3
0.17
0.14
0.10
0.10
0.22
0.2)
0.35
O.I)
0.69
0.2)
0.2o

                      46

-------
                                               1982  DATA
                            COOKO|N»TES F0» TnlS S0u»ce "ECf'TON FILE «RE    090.0    0420.0

                                          POINT SOURCE CONTRIBUTION 19  la. 01
                                           COUNTY   COUNTY CONTR1BUT ION
                                            CODE
                                            0180
                                            06*0
                                            0740
                                            17*0

                                            4900
                                            1200
                                            16*0
                                            2)*0
                                            6000
                                            71*0
                                                  Ut/"•••!
                                                   0.44
                                                   0.22
                                                   0.71
                                                   0.42
                                                   0.01
                                                   0.18
                                                   1.04
                                                   0.18
                                                   0.60
                                                   0.54
                                                   9.IT
COUNTY  POINT  CONTRIBUTION  COUNTY  POINT  CONTRIBUTION  COUNTY  POINT  CONTRIBUTION  COUNTY  POINT  CONTRIBUTION
 CUOf    CODE    UC/-..S      CODE.    CODE    U6/».«J      CODE    CODE    UG/»«)      CODE    COM    US/M..I
 0740
 1200
 71*0
 71*0
 71*0
0017
004*
20*4
958T
          0.19
          0.15
          0740
          1200
          7160
          71*0
          71*0
       0018
       004*
       1589
       9504
       9507
0.1S
0.21
0,12
0.55
0.11
17*0
71*0
71*0
71*0
71*0
002*
1501
2045
9S04
9SII
0.13
0.11
0.11
0.55
O.lt
4400
71*0
71*0
71*0
71*0
0011
1581
20*4
95«5
9702
0.20
0.12
0.11
o.ll
O.IT
                                           •Rl« SOUKCt CONTRIBUTION 15 25.25
                                            COUNTY   COUNTY CONTRIBUTION
                                             CODE           US/«««1
                                             OIHO            H.O
                                              180            0.911
                                              6*0            0.51
                                              740            6.42
                                             1760            1.1)
                                             2960            0.11
                                             0900            0.22
                                             1200            O.lu
                                             16*0            0.45
                                             21*0            1,56
                                             6000            1.9*
                                             71*0           11.51
 COUNTY
  CODE
 1RE«  CONTRIBUTION  COUNTY
 CODE    ue/«««l      CODE
                   «Rt«  CONTRIBUTION  COUNTY
                   CODE    U6/""l      CODE
                                     >RE*   CONTRIBUTION  COUNTY
                                     CODE     Ut/N»5      COOC
                                                 •BE*  CONTRIBUTION
                                                 CODE    U6/n««)
   180
   740
   740
  17*0
  TlkO
 08*1
 0*11
 0702
 OTZ4
 0212
0.70
0.15
0.12
 740    0501
 7+0    0*12
 740    0711
17*0    0611
71*0    0211
 0.14
 0.12
 2.9*
 0.14
 0.20
  740    0*02
  740    061)
  740    0712
 21*0    04)1
 7160    0214
           0.10
           0.41
           0.28
           O.ll
           O.IT
             740
             740
             740
            71*0
            71*0
         0*04
         0*14
         0714
         0101
         0221
           O.I*
           0.1)
           0.17
          '1.28
           0.17
  71*0    0221
  71*0    0)1)
  71*0    0)24
  71*0    0422
  71*0    04)1
  71*0    0112
            ,1)
            .11

            !54
            .2*
            ,21
           71*0
           71*0
           7160
           71*0
           71*0
           71*0
        0)00
        0)14
        0402
        042)
        04)4
        0511
 0.19
 0.10
 O.ll
 0.25
 0.1)
 0.14
 71*0
 7160
 71*0
 7160
 71*0
 TlkO
 0)11
 0)21
 0412
 0424
 0501
 0521
 0.52
 0.85
 0.21
 0.22
 0.10
 0.11
 71*0
 71*0
 71*0
 71*0
 71*0
 71*0
 0112
 0121
 0421
 0411
 0511
 0522
 0.49
 0.5*
 0.52
 0.40
 0.15
 O.ll
                                                       47

-------
                                           1982  DATA
                                      UH 'his Sl>uBCf  HfCtPlUh f l^F »«E

                                       POINT 30URCE  CONTRIBUTION 13 16, 38
                                                                                  4422.0
                                        COUNTY   COUNTV  CONTRIBUTION
COUNTY
 CODE
0740
1200
71*0
71*0
71*0
       POINT
       COOF
         0006
         0046
         1589
             CON1HIBUTION
0.17
0.21
0.12

o!l2












COUNTY
CODE
0740
1200
71*0
71*0












POINT
CODE
0037
004*
2045
9S04
CODE
01*0
0660
0740
1760
24SO
0900
1200
1*60
2360
6000
7160
CONTRIBUTION
0.61
0.23
0.11
1.19
US/»««3
0.50
0.26
1.81
0.37
0.04
0.37
1.12
0.40
0.6S
0.60
10.25
COUNTY
CODE
0740
7160
7160
71*0











POINT CONTRIBUTION
CODE UC/M..}
0038 0.77
1511 0.12
20*4 0.12
9505 0.13











COUNTY POINT
CUOC CODE
4400 0011
71*0 1587
71*0 20*4
71** »SH











CONTRIBUTION
US/M..J
0.1*
O.K
2.12
O.I*
                                       •RE1 30UHCE CONTRIBUTION 13 24.41
COUNTY COUNTV CONTRIBUTION
CODE US/B..S
OIBO 0.0
180 0.93
6*0 0.57
740 4.0*
17*0 0.94
29BO 0.14
4900 0.21
1200 O.I*
16*0 0.45
23*0 1.57
6000 2.20

COUNT!
COM
180
740
740
17*0
7160
7160
7160
7160
TI60
7160
7160
71*0

• 111
CODt
0163
0*12
0712
0813
0213
0304
0314
0402
0431
0501
0521

CONTRIBUTION
0.19
0.10
0.2'
0.11
0.21
0.2"
0.36
o.ll
o!se
0.11
0.17

COUNTY
CODE
790
790
740
(.000
7160
71*0
7160
7160
71*0
7160
7160
7160

• RE*
CODt
050]
0613
0711
0210
0214
0311
0321
0411
osn
0522
7160
CONTRIBUTION
JG/H**)
0.11
0.27
0.47
0.11
0.30
0.42
0.81
0,10
0,88
oilT
0.14
13.01
COUNTY
CODE
740
740
740
7160
71*0
71*0
71*0
71*0
71*0
71*0
7 1*0

AREA
CODE
0*04
0702
0714
0101
OKI
0312
"323
0412
0423
04J1
0512

CONTRIBUTION
0.10
0,60
0.24

o!u
0.4S
0.69
0.31
0.3*
0.2S
0.28

COUNTY
CODE
740
740
17*0
71*0
71*0
71*0
71*0
71*8
71*0
71*0
71*0


-------
                1982 DATA
CCO«OINMIS fOR I-IS SOUHCE UlCtPTO" F H-E • "£    U42.0   aull.1




            POINT SOURCE CONTRIBUTION IS 1«.6I






             COUNT'   COUNTY CONTRIBUTION


COUNTY
coot
0740
1200
7160
7140

,
POINT
CODE
00)7
0024
1587
4S04


CONTR1HUTIUN
UG/M.*)
O.IS
0.11
1.50
0.40


COUNTY
CODE
0740
1200
7160
7160


POINT
CODE
00)8
0024
2015
4505
CODE
0180
0660
0700
1 760
2480
0400
1200
1660
2)60
6000
7160
CONTRIBUTION
UC/M.*)
0.18
0.11
0.14
0.13
UG/»««1
0,47
0.27
0.70
o.ie
o.oa
0,)S
1.14
0,)4
0.58
0.57
4.68
COUNTY
coot
1760
1200
7160
7160
•REl SOURCE CONTRIBUTION














COUNTY
COM
740
7«0
740
1760
7160
7160
7160
7160
7160
7160
7160














• REt
CODE
0604
06|a
071)
OBI)
0214
0)11
0121
0421

0511
0522














CONTKIHUTION
US/*..)
0.10
O.I)
0.15
0.10
0.27
0.)4
0.6)
0.62
0.64
0.18
0.20














COUNTY
CODE
740
740
7<10
6000
7160
7160
7160
7160
7160
7160
7160














>Rb>
CODE
0611
0702
0710
0210
0221
0)12
0)2)
0622
04)2
0512
Oi2o
COUNTY COUNTY
COM
0180
ISO
660
740
1760
2480
4400
1200
1660
2)60
6000
7160
CONTRIBUTION
US/-.. 3
0.18
0.46
1.12
0.11
0.12
0.12
0.56
0,75
0.22
0.25
0.11


POINT
CODE
0026
0046
2064
4702
18 2),


CONTRIBUTION
"«'"••»
0.11
0.21
1.54
0.11
,*.


COUNTY
coot
11400
1200
7160




POINT
CODE
0011
0046
4504




CONTRIBUTION
UC/H>.)
«.*»
0.24
0.40


CONTRIBUTION
UG/M..1
0.0
0.84
0.65
a. 44
0.45
0.15
0.21
0,)8
0.44
1.17
2.11
11.51
COUNTY
coot
700
700
700
7160
7160
7160
7160
7160
7|60
7160
7160













• RE»
CODE
0612
0711
0723
010)
022)
0)1)
0)24
042)
04)1
051)
05)1













CONTRIBUTION
US/M..J
0.12
0.86
0.11
1.06
0,75
0.)2
0.60
0.24
0.27
0.12
0.14













COUNTY
CODE
740
740
1760
7160
7160
7160
7160
7160
7160
7160














«REt
CODE
061)
0712
0724
021)
0)04
0)14
0412
0424
04)4
OS2I














CONTRIBUTION

0.24
0.28
O.I)
0,17
0.21
0.28
0.24
0.26
0.26
0.17

                      49

-------
                                             1982  DATA
                           CCOHDINaTfS to" This SOURCE XfCiPlOB FILE «»E    460.

                                         POINT SOuUCE CONTRIBUTION IS 11.71
                                          COUNT!   COUNT* CONTRIBUTION
COUNTY
 CODE
 0180
 4900
 4900
*U1NI
 COOt
 0008
 0002
 001 1
0.14
0.10
5,J8












COUNT Y
coot
0180
4900
COOE
0180
0660
0740
1 760
2980
4900
1200
1 660
2360
6000
7160
POINT CONTRIBUTION
CODt UC/«««3
0015 0,10
0002 0,34
UG/M*"3
1,95
0.06
0.04
0.1 1
0.01
7.90
0,35
0,30
0.33
0.20
0,08
COUNTY POINT CONTRIBUTION COUNTY
COOt CODE u6/«««3 COOE
0180 0016 0.19 0180
4900 0002 0.10 4900












POINT CONTRIBUTION
CODE UG/M««J
0058 0,11
0010 1.65
                                         IRE' SOURCE CONTRIBUTION IS  r.St>
COUNTY   fl«t»
 CJUL    CODt
  180    061C
  180    173-
  180    1l"Jj
 4900    0702
       CONTNjH.jTIUN  COUNTY
         uli/"«3      CODE
           0.10
           'j. 1 y
           1.15
           i.ti
            130
           4SO J
                                           COOE
                                           0 1 BO
                                            180
                                            660
                                            740
                                           1700
                                           2980
                                           4900
                                           1200
                                           1660
                                           2360
                                           0000
                                           7160
                                           COMBIBUTION
O.I*
0,22
0.15
                                                   COUNTY CONTRIBUTION
0.0
3.51
0.12
0.27
0.36
o.ot
1.12
0.11
0.44
0.47
0.47
0.63
COUNTY
CucE
ISO
18C
180
uQOO












IHta CONTRIBUTION COUNTY «RE» CONTRIBUTION
COOE uG/»««3 COOt COOt UG/f«i3
0640 0 . 1 H 180 0720 0.13
074i 0.28 180 0744 0.18
0863 0.35 4900 0600 0.16
J«OI 0.10 M60 0103 0,14
                                                    50

-------
                                              1982   DATA
                            COUROIN4TE8 fOR THIS 1OUKCI RECEPTOR FILE *RE    520,0   4050.0

                                          POINT SOURCE CONTRIBUTION IS 21.02
                                           COUNTY   COUNTV CONTRIBUTION
                                            we*
                                            0180
                                            0660
                                            »W«
                                            176*
                                            2980
                                            1200
                                            1660
                                            2JKI
                                            6000
                                            7160
                                                  U6/1U«I
                                                   0.26
                                                   0.60
                                                   »,0*
                                                   0.12
                                                   0.26
                                                   0,17
                                                  16.93
                                                   0.25
                                                   0.«S
                                                   0.40
                                                   1.71
COOE
1200
1200
11*0
1200
ll.H
WJW.T.
CODE
0020
0025
002°
004*
0046
. 20*4
CQNTHIBUTIO'H
UG/«**3
0.41
0.47
0.24
1."
"It
- COUNtI
CODE
1200
1200
1200
1200
1200
POWT
CODE
0020
0025
0029
0046
0046
                                              UC/HO)
                                                0.11
                                                0.61
                                                (Mil
                                                0.25
                                                0.34
                                                          COUNTY   POINT   CONTRIBUTION  COUNTY
                                                           CODE     CODE     UC/M<«3      CODE
                                                  1200    0020
                                                  1200    0029
                                                  1200    OOU
                                                  1200    0046
                                                  1200    0053
                                                                                      POINT  CONTRIBUTION
                                                                                       CODE    UG/N»«)
                                                          0.10
                                                          0.11
                                                          0*27
                                                          3.26
                                                          0.2T
                                                          1200
                                                          1200
                                                          1200
                                                          1200
                                                          7160
                                                0025
                                                0029
                                                004*.
                                                0046
                                                1SB7
                                               3.62
                                               0.41
                                               KM	
                                               0.44
                                               0.13
                                          *«£-» SOURCE  CONTRIBUTION  IS  17.60
                                           UJUNIY    COUNTY  CONTRIBUTION
                                            CODE           UG/«"«3
                                            0180            0.0
                                             ISO            0.48
                                             660            0.8*
                                             7110            0.66
                                            1760            0.31
                                            2980            7.46
                                            4900            0.11

                                            1660            OJ26
                                            2360            0.46
                                            6000            1.70
                                            7160            2.84
COUNTY
 f nnr
4RE>  CONTRIBUTION  CUUNTY
CODf. -   Ufiy»«J»3_     COOE
                     CONTRIBUTION  COUNTY
                   CODE    UG/--.J      CODE
                                     ARE*  CONTRIBUTION   COUNTY
                                     COOE     UG/M.«1       CODE
                                                «HE«
                                                COOE
                                           CONTRIBUTION
                                             UG/M>«3
  040
 2980
 29BO
 1204
 7160
0214

0103
0.11
0.41
0.12
0.12
0.27
2980
1240
7160
                             0102
                             0211
                             0302
0.14
4.52
O.IS
0.20
0.11
2980    0104
2980    0212
2900    0303
1200    0451
7160    0422
0.16
0.11
0.11
2980
2980
1200
1200
0113
0213
0234
0452
0.11
0.4J
0.12
0.16
                                                    51

-------
               1990  DATA
CODRU1NATES FOR THIS SUURCE RECtPTOH FILE »RE    «90,U




                 SOuStE CONTRIBUTION  IS I«.7J
COUNTY COUNTY CONTRIBUTION
CODE UI./M..3
OJ80 0.60
0660 0.22
0700 0.75
L76J) 0.00
2980 0.03
1900 0.19
1200 1.0!
1660 0.38
2)60 0.00
6000 0.55

COUNTY
CODE
0710
1900
7160
7160
Ti 6*
7160

POINT
CODE
00)7
0011
1562
2005
9500
9507

CONTRIBUTION
UG/H.O
0,10
0.26
0.10
0.12

o!l5

COUNTY
COOE_
0700
120^~
7160
7160
716V
7160

POINT
CODE
00)6
0006
1581
2056
9500
9511
7160
CONTRIBUTION
JIC/M**)
0.15
OVl 9
0.12
0.10
O.SS
0.1)
9.80
COUNTY
CODE
1760
1200
7160
7160
^160
7160
ARE* SOURCE CONTRIBUTION














COUNTY
COUE
100
7:10
7UU
1760
7 ley
7160
7160
7160
7160
7^60
7160














AREA
CODE
o»6)
"611

-------
                 1990  DATA
CUOROINITE8 FOR  THIS SOURCE RICtPTOR FILE  »»€    4»0.0   "122.0



             POINT SOURCE CONTRIBUTION IS IT.2»





              COUNTY   COUNTY  CONTRIBUTION


COUNTY
CUDE
07«0
1200
7160
7160
7160
7160


POINT
CODE
0006
0046
1581
2064
4505
4511


CONTRIBUTION
UG/M..J
0.17
0.21
0.10
0.12
0.15
0.12


COUNTY
CODE
0740
1200
7160
7160
7]60
7160


POINT
CODE
0037
0046
1587
20611
950?
9702
CODE
0180
0660
0740
1760
2460
1900
1200
1660
2360
6000
7160
CONTRIBUTION
UG/M..3
0.61
0.21
0.15
2.24
0.10
0.14
UG/"'«3
0.62
0.27
1.88
U.18
0.03
0.47
1.11
0.10
0.«4
0.60
11. Oa
COUNTY
CODE
0740
7160
7160
7160
7160


POINT
CODE
0018
1511
1589
9504
9507

ARE* SOURCE CONTRIBUTION IS 25

CONTRIBUTION
UG/M..3
0.79
0.12
0.12
1.15
0.10

.05

COUNTY
CODE
4900
7160
7160
7160
7160



POINT
CODE
0011
1576
2045
9504
9508



CONTRIBUTION
ue/»««i
0.25
0.10
0.12
1.15
0.10


COUNTY COUNTY CONTRIBUTION













CUUNTY
CODE
IHO
7UO
700
1760
71*0
7160
716U
7160
7160
7160
7160
7160













APf A
CUDE
0863
0612
071 1
072->
"? 1 e1
0221

0124
0414
04(4
0414
0511













CuMRIbUTIUN
HG/M..3
0.11
0.10
11.75
0.12
!• . 1 2
0.42

6^»6
0.10
Oj24
0.16
0.16













COUNTY
cout
740
740
76V
176
716
716
716
716
7160
716*
7160
7160













AKEA
CUDE
0503
0613
071?
0613
0213
0104
0114
0402
0411
0411
0501
0521
coot
0180
180
660
740
1760
2480
4900
1200
1660
2360
6000
7160
CONTt. I8UT ION
UG/"«"3
0.11
0.29
0.25
O.I 1
.21
.24
.16
.11
.64
.58
.11
.17
U6/M*»
0.0
1.11
0.59
a. 22
0.98
0.15
0.26
0.37
0.«6
1.53
2.26
13.13
CUUNTY
cout
nil
40
uo
6 00
7 6i'
7 60
7160
7160
7140
7160
7160
7|60













AREA
COOE
060«
06 14
0713
0210
U2I4
0111
0121
0411
0422
0412
0511
OS22













CONTRIBUTION
UG/»««3
0.10
0.10
0.49
0.11
0 . 30
0.42
0.81
0.10
0.8*
0.14
0.17
0.14













CUUNTY
COOE
7110
740
740
7160
7 160
7160
7160
7160
7160
7160
7160














AREA
CUOE
0611
0702
0714
0103
02<>1
0112
0121
0412
0421
0411
OSI2














CONTRIBUTION
UG/N..S
0.14
0.62
0.25
1.37
1.11
0.45
0.70
0.11
0.16
0.25
0.24

                          53

-------
      1990  DATA
FOR ThtS SOURCE  RECEPTOR FILt AUE    191.0   U022.0





  POINT SOURCE CONTRIHUIIPN  IS 15,36







  COUNTY   COUNTY I.UNTW It-UT ION


Cflj'"It
CUOl
07«u
1200
71 DO
7160


POINT cuMHiBuTIdN
COOC UG/M««3
0017 0,15
0029 0,11
1587 1.13
9500 1.02


COUMY
CODE
07«0
1200
7160
7160


POINT
CUDE
0038
0029
2015
9505
CODE
0160
OhDO
07UO
1760
U900
1200
1660
2360
6000
7 160
CONTRIBUTION
UC/M..3
0.18
0.11
0.1S
0.14
0.58
0.28
0.72
0.39
ii.O!
0.15
1.18
0.39
0.«2
0.58
10.34
COUNTY
CODE
1760
1200
7160
7160
4BE» SOURCE CONTRIBUTION


POINT
CODE
0026
0046
2064
9702
IS 21


CONTRIBUTION
U&/MX3
0.12
0.21
1.63
0.1)
.23


COUMY
CODE
4900
1200
7160




COIN!
CODE
0011
0046
9500




CONTRIBUTION
U6/M..J
0.24
0.23
1.02


COUNTY COUNTY CONTRIBUTION













COo'.TY
CuDE
0
0
u
1 0
7 i.
7 0
7 0
' 0
7 0
7 
0.18
0.20
UG/v**3
0.0
1.06
0.67
5.13
0.98
0.15
0.25
0.18
O.«0
1.38
2.17
11.62
COUNTY
COUE
7UO
7
-------
     1990  DATA
F0f*  IHIS SUUHCt »tC£PTO« FILE  Ak£




  PuJNT SliUHCE CONTHIMUT JO* IS la,
                                 UttO.O   "595,0












COUNTY
CODE
0160
OIBO
0900
COUNTY COUNTY
COOE
0180
0660
07110
1 760
2960
4900
1200
1660
2360
6000
7160
POINT CONTRIBUTION COUNTY POINT CONTRIBUTION
CODE UG/M>*3 COUt CODE UG/M»«3
0008 1.1" 0160 0010 0.10
002J 0.11 OIBO 0056 0.111
0002 0.13 11900 0001 0.13
CUNTHIHUT ION
2. "i
0.06
0.04
0.11
0.01
10.16
0.3«
0.30
0.26
0.20
0.51
COUN1Y POINT CONTRIBUTION COUNTY POINT
CODE CODE UG/M**3 CODE CODE
01BU 0015 0.13 0160 0016
4900 0002 0.13 4900 0002
4900 0010 2.19 4900 0011












CONTRIBUTION
UG/M4.3
0.24
0.44
6.82
Aut» SOURCE CQNTRlBUTIut IS 8.56














COUNTY COUNTY
COOE
OIBO
180
660
700
1760
2960
11900
1200
1660
2360
6000
7160
CONTRIBUTION
UG/«««3
0.0
a. if
0.12
0.26
0.36
0.0
1.3
0. 1
0."
0.4
0.4
0.6














COUNTY
cuor
180
100
IBO
160
4900
• RE*
coot
•J61U
07J2
07m.
0961
0601
CONTRIBUTION
uG/«*«3
'.13
".12
0.22
0,11
n.13
COUNTY
COOE
180
180
III!
490U
7160
«RE»
coot
0630
0734
0642
0600
0103
CONTRIBUTION
UG/»««3
0.29
0.13
0.16
0.22
0,15
COUNTY
COOE
I8U
180
160
4900

AREA
coot
06UO
07«2
0651
0702

CONTRIBUTION
UG/M.-5
0.23
0.23
0.27
0.24

COUNTY
COut
160
160
1FO
4900

AHt ft
coot
07211
0743
0863
0711

CONTRIBUTION
UG/M..J
0.16
0.34
0.37
0.17

            55

-------
                                          1990  DATA
                          CLOHMLATES I-UK i»is sojuct  >)tCLPiu* FILE «»t    520,0

                                       fCINT St.u»CE  CL"«l«I6uT10N  IS 21.08
COUNTY
CCOE
0 1 nO
0710
1760
2960
moo
1200
1660
2360
6000
7160
COUNTY CONTRIBUTION
u&/»***4
0.32
oiio
0.12
11.26
0.22
16. 78
0.2S
0.2U
O.ul
1 .B2
CUUNTT    awt*
 cuof     cnnt
  060     0962      U, 1 I
 ^960     02t>a      0. bi

 2^80     <>?)J      0.13

 1?00     nJ5«      ".1?
 7 leO     0 1 0 J      •i.r'9
COUNTY
CODE
1200
1200
1200
1200
1200
7160
POINT
CODE
0020
0025
0029
0016
0046
2064
CONTRIBUTION
UC/»««3
o.al
O.U7
0.15
0.24
1.75
0.29
COUNTY
COOE
1200
1200
1200
1200
1200

• RtA SOORCE CONTRIBUTION














COUNT t
CfiDt
2900
29fln
2960
1200
7 1 eO














• RtA
COOE
0102
0211
0302
0363
o223
COUNTY COUNTY
CODE
0160
160
660
740
1760
29BO
U900
1200
1660
2360
6000
7160
CONTRIBUTION
1-C/-.-1
0.35
« .66
0.15
u.20
0.1 1
PI1IM
CUOE
0020
0025
0029
0046
0016

IS 18
CONTRIBUTION
UG/M..J
0.11
0.61
0.11
0.20
0.34

.13
COUNTY
CODE
1200
1200
1200
1200
1200


POINT
COOE
0020
0029
0036
OOM6
0053


CONTR1BUT ION
UG/M..1
0.10
0.13
0.26
3.23
0.27


CONTRIBUTION
UG/***3
0.0
0.58
0.90
0.69
0.33
7.73
0.13
2.13
0.26
0.16
1.75
2.a?
COUNTY
coot
2960
2980
296V
1200
7160













AREA
coot
0) 01
U212
0303
0151
0122













CONTRIBUTION
U6/ — 3
0, 15
0.19
0.19
0.11
0. 1 1













COUNTY
COOE
i9(0
29AO
1200
1200














AHtA
CCOE
0113
0213
0231
0452














CONTRIBUTION
UG/...3
0.11
0.41
0.1 1
0.15

                                               56

-------
                                   APPENDIX B

                            EMISSION TRACKING SYSTEM


RATIONALE FOR A TRACKING SYSTEM

     Tracking procedures constitute a regular assessment of air quality prob-
lems by determining whether or not actual emissions are comparable to pro-
jected emissions and whether or not emissions growth is occurring as slowly as
predicted.  Tracking thus facilitates the identification of areas where in-
creases in emissions may cause the NAAQS to be violated.  These procedures
allow problems to be anticipated and addressed through control strategy modi-
fications before the problems become critical.

     The tracking system can also help identify specific sources of air quality
problems.  If air quality, as estimated by monitor data, remains poor despite
the fact that emissions growth has occurred as predicted, then sources which
were not included in the initial inventory or in the tracking procedures must
be examined.  For example, particulates from sources located outside of the
five New Jersey counties may have a significant impact on air quality problems
within these counties even though the counties emissions are growing as slowly
as predicted.  Sources beyond the New Jersey borders should, therefore, be
tracked by asking local air pollution agencies for their most current air
quality estimates, and emissions reduction schedules.

     Section 301(a) of the Clean Air Act, Part 51 - "Requirements for Prepara-
tion, Adoption, and Submittal of Implementation Plans," requires that all areas
of the state be assessed every 5 years to determine if any areas are in need
of plan revisions.  New Jersey must undertake detailed tracking every 5 years,
but some level of tracking should be conducted in all counties annually.
Frequent detailed tracking is particularly important in rapidly growing areas
where the amount and type of new sources and their influence on air quality
are most difficult to project.  Areas experiencing less rapid growth may re-
quire less detailed annual tracking.

     The procedures described here are designed to be applied in steps as more
and more accuracy and detail is desired.  A more detailed level of analysis is
recommended whenever a review of the major growth indicators reveals that
actual emissions growth differs substantially from projected emissions growth
or if the most recent projections differ from the original projections.

     Whenever tracking is conducted, sources which generate large quantities
of particulates should be examined more thoroughly than sources which add
relatively little to the air quality problem.  For example, since about
                                      57

-------
46 percent of the area source emissions (or about 22 percent of all particulate
emissions) are produced by motor vehicles, it is worthwhile to acquire the
most detailed data available to estimate emissions from this source.  Similarly,
since only about 20 companies own point sources which produce about 70 percent
of the point source emissions, these sources should be more carefully tracked
than smaller point sources.  Tracking the smaller area and point sources would
require a large expenditure of time and add little accuracy to the total
estimate.

     The tracking procedures necessitate the continual gathering of data which
can be used to estimate emissions for the analysis year, so that these esti-
mates can be compared with the projected emissions for that year.  Level A
data provid'es for the least detailed level of tracking suggested while Level B
data provides more accurate estimates.  All data described here is available
in New Jersey.

TRACKING AREA SOURCES

     The major area sources of particulate emissions are motor vehicles, air-
craft, residential, industrial and commercial/institutional development.
Together these sources produce about 91 percent of the area source emissions.
So these sources are emphasized in the tracking system.  (See Section 2,
Tables 9 and 10).

     The growth indicators used for estimating each of these emission sources
should be obtained for each of the five counties.  County level data is recom-
mended because data broken-down in this way is manageable, and available, yet
fine enough for the required accuracy.

Motor Vehicles

Level A—
     The growth indicator used to estimate motor vehicle emissions is vehicle
miles traveled (VMT) as estimated for each county.

Level B—
     A more accurate growth indicator for estimating motor vehicle emissions
is VMT by each of the five following motor vehicle classifications:  light-duty
vehicles, light-duty trucks, heavy-duty gasoline vehicles, heavy-duty diesel
vehicles and motorcycles.  Still more accuracy can be added by acquiring the
age mix of vehicles for each of the vehicle categories and annual miles driven
by vehicles of each age group.  Emissions factors are substantially lower for
vehicles produced after 1973, when the catalytic converter came into use.  So
it is advisable to obtain estimates of how much VMT was generated by vehicles
produced before and after 1973.

Residential, Commercial/Institutional and Industrial
Area Source Emissions

Level A—
     The growth indicator used to estimate emissions from the residential sector
is number of households.  The indicators for the commercial/institutional sector
                                       58

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are population and commercial employment.  The industrial sector's emissions
may be estimated using industrial employment.

Level B—
     Estimates of area source fuel use by sector for each state are published
annually by the Bureau of Mines.  These data must be apportioned to the coun-
ties.  For example, the state residential fuel total should be apportioned to
the counties according to the percentage of the state's dwelling units which
are located within that county  (e.g., county residential fuel total

        = state residential fuel total x No. county dwelling units }>
                                         No. state dwelling units

Similarly, state commercial/institutional fuel use should be apportioned to the
counties according to the percentage of the state population living in each
county.  Industrial fuel is apportioned according to industrial employment.

     Another method for estimating area source emissions requires information
from fuel dealers concerning their annual sales by county to each source cate-
gory (residential, industrial,  commercial/institutional).  The area source totals
are the fuel dealers figures minus any fuel consumed by point sources that are
included in the source categories.

     Data from fuel dealers can be used as an indicator of local use patterns
that would not be discovered using Bureau of Mines data alone.  But this data
source is best used only as a supplement to Bureau of Mines data since not all
dealers will be able to furnish adequate information.

     If information from the two sources is not in agreement, state totals from
Bureau of Mines are probably more accurate.  The distribution to source cate-
gories, particularly residential and commercial/institutional may be more ac-
curately provided by the fuel dealers.  Assuming the residential and commercial/
institutional area source totals can be adjusted, if necessary, so that the state
total equals the state total figure provided by the Bureau of Mines.  If fuel
dealers can provide information only for groups of counties, these data can be
distributed to individual counties using the apportioning method described above.

Aircraft Area Source Emissions

Level A—
     Aircraft emissions are estimated using projections of demand for air travel.
These projections are revised every few years, so the growth factor for the anal-
ysis year will sometimes be determined through interpolation.

Level B—
     More accuracy in estimating aircraft emissions can be obtained by acquiring
for each airport in each of the five counties, the number and type of aircraft
operating from the airport and the number of LTOs for each aircraft.
                                       59

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Other Area Sources (Incineration. Open Burning. Off-Highway Fuel Usage, Vessels.
Railroads'

Level A—
     These sources can be tracked using population as the growth indicator.

Level B:  Fugitive Dust Tracking (other miscellaneous sources, such as forest
fires, slash burning and agricultural frost control, are not included)—
     A major source of fugitive dust is from the handling and storage of mineral
products.  Large rock-handling operations are generally included as point sources
so they do not need to be tracked separately.  Area source rock-handling opera-
tions would cover any smaller scale activities such as small sand and gravel
yards, stone products manufacturers and other mineral products industries.  These
sources can be tracked by surveying these operations to determine tons of min-
erals processed per year,

TRACKING POINT SOURCES

     Prepare a tabulation of emissions from all major point sources by sur-
veying either all point sources emitting more than 25 tons per year of par-
ticulates or all point sources emitting more than 100 tons per year of par-
ticulatee, depending upon the amount of detail desired.  Point sources pro-
ducing more than 100 ton/year particulates are responsible for about 70 per-
cent of all point source emissions, while point sources emitting over
25 ton/year particulates create about 86 percent of the particulates from
point sources.  See Tables 18, 19 and 20.

TRACKING METHODOLOGY

Step 1

     Acquire estimates of the indicators used to project the area source
emissions inventory.  The Level A area source growth indicators are popula-
tion, employment, households, vehicle miles travelled and air travel demand.
Determine growth factors for these indicators and then multiply base year
emissions by these factors:
                         Source
          a.  Motor vehicle emissions
          b.  Residential area source emissions
          c.  Commercial/Institutional area
                source emissions
          d.  Industrial area source emissions
          e.  Aircraft emissions
          f.  Miscellaneous sources emissions

     Proceed to Step 2 if:
                                     Growth factors
                                    VMT
                                    Households
                                    Population

                                    Industrial employment
                                    Air travel demand
                                    Population
          a.
Level A estimates of emissions for the analysis year exceed
emissions projections for the analysis year.
                                      60

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                     TABLE  18.   ANALYSIS  OF  POINT  SOURCE  EMISSIONS - 1978
                                                           Emission points >_ 25 ton/yr   Emission points ^ 100 ton/yr
            Area sources     Point  sources       Total       _______^_____—_ 	
  County    	  	      ton/yr      No. companies    Percentage   No. companies  Percentage
           ton/yr  percent  ton/yr  percent  area and point       and             of           and            of
                                                            No. points     total points  No. points    total points
Burlington   2,814    54      2,375    46
Camden      2,649    64      1,506    36
Gloucester    1,633    28      4,103     72
Mercer      2,498    51      2,387    49
Salem
              690    18      3,161     82
  Total     10,284    43     13,532     57
 5,189



 4,155



 5,736



 4,885



 3,851



23,816
                                                                                86
                                                                                59
                                                                                88
                                                                                94
                                                                                94
                                                                                86
                                                                                                           63
                                                                                                            21
                                                                                                            69
                                                                                                            84
                                                                                                            87
                                                                                                            70

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TABLE 19.  COMPANIES WITH INDIVIDUAL POINT SOURCES EMITTING
           MORE THAN 100 TON/YR PARTICULATES


 Burlington:

   1.   Kaiser Gypsum,  2700 Burlington Ave.,  Delanco
   2.   U.S.  Pipe,  E.  Pearl St.,  Burlington
   3.   National Gypsum Co.,  River Rd.,  Burlington
   4.   C. E.  Glass,  700 Union Landing Rd., Cinnaminson

 Camden:

   5.   Lafferty Asphalt,  Gibsboro Rd.,  Voorhees
   6.   Johns  Manville  Corp.,  P.O. Box 130, Berlin

 Gloucester:

   7.   Texaco,  Rte.  130,  W.  Deptford Township
   8.   Rollins-Purle,  Rte.  322E,  Bridgeport
   9.   Mobil  Oil Paulsboro,  Billingsport
  10.   Matteo 1708,  U.S.  Rte.  130,  W.  Deptford Township

 Mercer:

  11.   Public Service  Electric,  Lambert Rd.,  Trenton
  12.   Stauffer Chemical, 4407 S. Broad St.,  Yardville
  13.   Wenczel  Tile, Klag &  Enterprise, Trenton

 Salem:

  14.   Atlantic City Electric, Pennsgrove
  15.   E.I. Dupont,  Carneys  Pt.
  16.   Anchor Hocking,  Griffith  St.,  Salem
  17.   A. Clemente Inc.,  Box 471, Pennsgrove
  18.   Meckel R.  & Son,  S.  Gershal Ave.
                             62

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  TABLE 20.  COMPANIES WITH INDIVIDUAL POINT SOURCES EMITTING
             MORE THAN 25 TON/YR PARTICULATES


Burlington:

  19.  Public Service Electric, W.  Broad & Devlin, Burlington
  20.  Tenneco Plastic,  Beverly Rd.,  Burlington  08016
  21.  Hoeganaes, River Rd.  & Taylors Lane, Riverston
  22.  Griffin Pipe, 1100 W.  Front,  Florence  08518

Camden:

  23.  Georgia Pacific,  Front of Desousse, Delair  08110
  24.  RCA Corp., Front & Cooper,  Camden
  25.  Campbell Soup, 100 Market St., Camden
  26.  Formigli Corp., Plant  1, P.O.  Box F, Berlin
  27.  Pettinos, G.  F. Inc.,  New Freedom Rd., Winstown
  28.  Owens-Corning Fiberglass Corp., Fiberglass Rd., Barrington

Gloucester:

  29.  Shieldalloy Corp., Division of Metallurgical Inc., NE
  30.  Rollins Environmental  Service, Rte. 322, Logan Township
  31.  South State Inc., P.O.  Box 68
                               63

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          b.  Growth in an area is particularly rapid, as in Gloucester
              County.

          c.  Particulate concentrations are particularly high or close
              to the NAAQS as in Camden County.

          d.  A detailed analysis has not been conducted in over a year.

Step 2

     Use Level B data to estimate emissions for the analysis year by applying
AP-42 emissions factors to the data.  If the Level B estimates exceed projec-
tions, proceed to Step 3.

Step 3

     Acquire the most recent projections for the year 1990 (final analysis
year) for the area source growth indicators (population, households, employ-
ment, etc.).  If the new projections of the growth indicators for 1990 do not
exceed the original projections of the growth indicators for 1990, then no
further tracking is necessary.  Even though the estimated population, for
example, is higher than the projected population in the analysis year, the
most recent projections may predict the same 1990 population as the original
projections.  So, ultimately, emissions growth should not exceed the original
projections.  However, if the new projections of the growth indicators for
1990 exceed the old projections, proceed to Step 4.

Step 4

     Estimate emissions for 1990 by applying growth factors from the new 1990
projections of population, vehicle miles travelled, etc. to base year emis-
sions.  Use the Proportional Roll-Forward model to estimate air quality levels
in 1990.  See Tables 21 and 22.  If NAAQS are not violated, no further tracking
is necessary.  If a violation is predicted, proceed to Step 5.

Step 5

     Conduct a detailed analysis such as that described in Guidelines for Air
Quality Maintenance Planning and Analysis, Volumes 7,  12, and 13.

TRACKING METHODOLOGY USING MONITORING DATA

     •    Compare monitor data for the analysis year with air quality
          projections for the analysis year.  If monitor data exceeds
          projections, proceed to Step 2.

     •    Refer to Step 2 of the emissions tracking procedure described
          previously.  If monitor data exceeds air quality proiections
          and emissions estimates exceed emissions projections,  continue
          with the emissions tracking procedures.   If monitor data
          exceeds air quality projections, but emissions estimates are
                                      64

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TABLE 21.  PROJECTED EMISSIONS 1982 - 1990


Burlington
Area
Point
Caraden
Area
Point
Gloucester
Area
Point
Mercer
Area
Point
Salem
Area
Point
Total
Area
Point
1982

2,165
2,105

2,167
1,538

1,367
3,481

2,101
2,363

676
1,843

8,476
11,330
1983

2,171
2,119

2,178
1,541

1,376
3,484

2,114
2,369

691
1,908

8,530
11,421
1984

2,177
2,132

2,189
1,544

1,385
3,486

2,127
2,375

706
1,972

8,583
11,509
1985

2,182
2,138

2,200
1,547

1,394
3,489

2,139
2,081

721
2,027

8,637
11,282
1986

2,188
2,152

2,212
1,551

1,403
3,492

2,152
2088

736
2,091

8,691
11,374
1987

2,194
2,165

2,223
1,554

1,412
3,494

2,165
2,094

751
2,156

8,744
11,463
1988

2,200
2,179

2,234
1,557

1,421
3,497

2,178
2,100

766
2,220

8,798
11,553
1989

2,205
2,192

2,245
1,560

1,430
3,499

2,190
2,106

781
2,284

8,851
11,641
1990

2,211
2,206

2,256
1,563

1,439
3,502

2,203
2,112

796
2,349

8,905
11,732

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   TABLE 22.  PROPORTIONAL ROLL-FORWARD MODEL


Present air quality may be projected 10 years for
particulates using the proportional roll-forward
model as shown in the following formula:
               .
                  current
                                  t
where  X        = projected air quality level
       X^       = background concentration

       X        = current air quality level
        L«
       0_       = projected emissions in 10 years
       0      ^ = current year emissions
        current           J
                       66

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          comparable to emissions projections,  then (a)  investigate emissions
          sources outside of the five county area,  and (b)  determine whether
          or not meteorological conditions have been unusual during the past
          year.  It is possible that emissions  growth is occurring as pre-
          dicted, but air quality is worse than predicted because  of sources
          outside of New Jersey or because of unusual weather.

          Perform analysis to determine if the  composition  of the  elements
          found on the filter differs substantially from the base  year
          composition.
DATA SOURCES
     1.    Population and Households:
          New Jersey Department of Labor and Industry
          Office of Demographic and Economic Analysis
          P.O. Box 845
          Trenton, N.J.   08625
          Shirley Goetz  (609) 292-0076

     2.    Vehicle Miles  Travelled:
          State Highway  Department
          Planning Division
          Trenton, N.J.   08625
          (609) 292-4135
          Data for Salem County

          Delaware Valley Regional Planning Commission
          Department of  Transportation
          Ronald Fijalkowski (215) L07-3000
          Data for Burlington Camden, Mercer and Gloucester

     3.    Employment:
          New Jersey Department of Labor and Industry
          Division of Planning and Research
          P.O. Box 359
          Trenton, N.J.   08625
          Ray Janowski (609) 292-8524
          Jerry Tischio  (609) 292-1859

     4.    Residential/Commercial/Institutional and Industrial
          Area Source Fuel Use:
          Mineral Industry Survey
          U.S. Department of the Interior
          Bureau of Mines
          Washington,  D.C.

          New Jersey Department of Energy,  Technical  Assistance
          101 Commerce Street
          Newark, N.J.   07102
          Kenneth Warren (201) 648-6290
                                      67

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This agency was established recently and is in the process
of building a data base.  Currently they do not compile
information from the fuel companies, aside from data from
annual reports, but they anticipate doing so.  The New
Jersey Department of Energy should be contacted and encouraged
to develop data which could be useful in emissions monitoring.

Aircraft:
Bureau of Aviation Planning
1035 Parkway Ave.
Trenton, N.J.  08625
John J. Santarsiero, Bureau Chief
(609) 292-3052

FAA Air Traffic Activity Fiscal Year 19XX
U.S. Department of Transportation,
Federal Aviation Administration
Washington, D.C.
                            68

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TECHNICAL REPORT DATA
(Please read Instructions on the reverse before completing)
1. HtPORTIMO. ~ 	
EPA-902/4-78-OOQ
2.
I.TITLE AND SUBTITLE " 	
NEW JERSEY PORTION OF THE METROPOLITAN PH
AQCR NONATTAINMENT AND MAINTENANCE STUDY
I.AUTHOR(S)
VICTOR L. CORBIN, SUSAN PULTZ
(.PERFORMING ORGANIZATION NAME AND ADDRESS
GCA CORPORATION
GCA/ TECHNOLOGY DIVISION
BURLINGTON ROAD
BEDFORD, MASSACHUSETTS 01730
12. SPONSORING AGENCY NAME AND ADDRESS
U.S. ENVIRONMENTAL PROTECTION AGENCY
REGION II
AIR PROGRAMS BRANCH
NEW YORK, NEW YORK 10007
3. RECIPIENT'S ACCESSIOONO.
5. REPORT DATE
TT.AnFT.PHTA October 1978
„-_ „,„_ 6. PERFORMING ORGANIZATION CODE
rUK lor
8. PERFORMING ORGANIZATION REPORT NO.
GCA-TR-78-54-G
10. PROGRAM ELEMENT NO.
11. CONTRACT/GRANT NO.
13. TYPE OF REPORT AND PERIOD COVERED
14. SPONSORING AGENCY CODE
15. SUPPLEMENTARY NOTES
If. ABSTRACT
THE CAMDEN AREA IS NOT ATTAINING THE SECONDARY TSP STANDARD AND IS UNCLASSIFIED WITH
REGARD TO THE PRIMARY TSP STANDARD. THE OBJECTIVE OF THIS STUDY WAS TO USE DISPER-
SION MODELING AND FILTER ANALYSIS TO IDENTIFY THE REASONS FOR THE SECONDARY STANDARD
VIOLATION, AND TO PROPOSE, DEMONSTRATE AND ANALYZE, BY MEANS OF DISPERSION MODELING,
VARIOUS CONTROL STRATEGIES TO ATTAIN AND MAINTAIN THE SECONDARY STANDARDS THROUGH
! 1990. THE DATA UTILIZED AND DEVELOPED UNDER THIS CONTRACT WERE TO BE FORMATTED SUCH
THAT THE DATA WOULD SATISFY THE MINIMUM DATA REQUIREMENTS FOR SIP SUBMISSION AS
OUTLINED IN THE CLEAN AIR ACT AMENDMENTS OF 1977.
' KEY WORDS AND DOCUMENT ANALYSIS
DESCRIPTORS

'.DISTRIBUTION STATEMENT
RELEASE UNLIMITED
b.lDENTIFIERS/OPEN ENDED TERMS

19. SECURITY CLASS (This Report)
UNCLASSIFIED
20. SECURITY CLASS (This page)
UNCLASSIFIED

c. COSATI Field/Group

21. NO. OF PAGES
77
22. PRICE

69

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