R 336.1227
R 336.1227 Demonstration of compliance with health-based screening level.
Cite as Mich. Admin. Code R 336.1227
Rule 227. (1) Compliance with the health-based screening level provisions of R 336.1225
shall be determined by any of the following:
(a) The emission rate of each toxic air contaminant is not greater than the rates determined
from the algorithms in table 21. If table 21 provides 2 allowable emission rates for a
screening level specific averaging time, then compliance with both emission rates is
required.
Table 21. Algorithms for determining allowable emission rates (AER)
Screening
Level
(SL)
Averaging
Time
Monthly
Emission
Rate
(pounds
per
month)1,2
24
Hour
Emission
Rate (pounds per 24
hours)1,3
8 Hour Emission Rate
(pounds per 8 hours)1,4
1
Hour
Maximum
Emission Rate (pounds
per hour)1,5
Annual
SL X 40 = AER
SL X 0.54 = AER
24 hours
SL X 0.12 = AER
SL X 0.05 = AER
8 hours
SL X 0.02 = AER
SL X 0.02 = AER
1 hour
SL X 0.001 = AER
1 All screening levels (SL) are in units of g / m3.
2 The constant value of 40 is in units of lbs month
g m
/
/
3
.
3 The constant value of 0.12 is in units of lbs
hours
g m
/
/
24
3
.
4 The constant value of 0.02 is in units of lbs
hours
g m
/
/
8
3
.
5 The constant values of 0.54, 0.05, 0.02, and 0.001 are in units of lbs hour
g m
/
/
3 .
(b) The emission rate of each toxic air contaminant is not greater than the rate determined
from the AIR matrix screening methodology in table 22 or determined by any other
screening method approved by the department.
(c) The maximum ambient impact of each toxic air contaminant is less than the applicable
screening level (initial threshold screening level, initial risk screening level, or secondary
risk screening level) determined using the maximum hourly emission rate in accordance
with the provisions of R 336.1240 or R 336.1241, or both.
(2) For intermittent emissions, the average emission rate may be used to determine the
allowable emission rate in subrule (1)(b) of this rule or the maximum ambient impact in
subrule (1)(c) of this rule, if the average rate is not less than 10% of the maximum hourly
rate. An average rate that is less than 10% of the maximum rate may only be used if the
applicant can demonstrate, to the satisfaction of the department, that the proposed new or
modified emission unit or units will not cause or contribute to peak exposures that may
result in a violation of the provisions of R 336.1901. Intermittent emissions are emissions
that are not allowed to be emitted continuously for the entire length of the time specified
in the averaging time for the appropriate screening level.
(3) Table 22 description:
(a) The ambient impact ratio (AIR) matrix enables the determination of an emission rate
of a toxic air contaminant that would cause a maximum predicted ambient air impact equal
to a screening level. This emission rate is derived by multiplying the screening level by
the appropriate AIR value. Emission rates that do not exceed that rate are determined to
be in compliance with the health-based screening level under R 336.1225.
(b) Use of the AIR matrix requires information pertinent to the dispersion characteristics
of the emission source, namely, the distance to the nearest secured property line and the
height of the stack and the influential building. The AIR matrix shall not be used if any of
the following provisions apply:
(i) The stack height is less than 10 feet.
(ii) The influential building height is more than 100 feet.
(iii) There are terrain elevations that are more than 25% of the discharging stack height
within a distance of 500 feet from the stack.
(iv) The analysis of elevated receptors, for example, hospital air intakes.
(c) Instructions for the use of the AIR matrix are as follows:
(i) Determine the height of the discharging stack from ground level in feet (Hs).
(ii) Determine the height of the influential building in feet (Hb) by first identifying all
buildings, including buildings on-site and off-site, located within a distance of 5 times their
height from the discharging stack. Next, determine which building is the highest. This is
the influential building, with height (Hb) in feet. If the stack is not attached to a building,
assume a building height 2.5 times lower than the stack height.
(iii) Determine the ratio of the stack height to the influential building height by dividing
the stack height, in feet, by the influential building height, in feet, Hs/Hb.
(iv) Determine the minimum distance, in feet, from the discharging stack to the secured
property line. If there is no secured property line, then a distance of 25 feet is used.
(v) Determine the appropriate value from the AIR matrix by selecting the column with
the appropriate influential building height and Hs/Hb ratio, and selecting the row with the
appropriate minimum distance to the secured property line. If the influential building
height is between values in the column headings, then use the lower value or interpolate
between values in the column headings. If Hs is less than Hb, then set the influential
building height equal to the stack height and use the 1.25 Hs/Hb column. If Hs/Hb is
between 1 and 1.25, then select the 1.25 column. If Hs/Hb is between 1.25 and 1.75, then
use the 1.25 column or interpolate between the 1.25 and 1.75 columns. If Hs/Hb is between
1.75 and 2.5, then use the 1.75 column or interpolate between the 1.75 and 2.5 columns. If
Hs/Hb is greater than or equal to 2.5, then use the 2.5 column. If the minimum distance to
the secured property line is between 2 distances in the row headings, then use the lower
value, for example, if the distance is 250 feet, then use the 200 foot distance row in the
matrix.
(d) The value derived from the body of the matrix is the ratio of the annual averaged
hourly emission rate divided by the maximum annual ambient impact, in units of
(lbs/hr)/(ug/m3). This value is the annual AIR.
(e) The annual AIR is adjusted as necessary for shorter averaging times, consistent with
the averaging times for the screening levels. This adjustment is done as follows:
24-hr AIR (lbs/hr)/(ug/m3) = annual AIR x 0.091.
8-hr AIR (lbs/hr)/(ug/m3) = annual AIR x 0.046.
1-hr AIR (lbs/hr)/(ug/m3) = annual AIR x 0.02.
(f) Determine the maximum emission rate that would comply with the health-based
screening level and averaging time by multiplying the screening level, in ug/m3, by the
AIR value for the appropriate averaging time. The result is the highest emission rate,
averaged over the averaging time period, that would be in compliance with the screening
level. If a source’s maximum hourly emission rate does not exceed this, then the screening
level would not be exceeded. If the emission is intermittent, then the emission rate can be
averaged over the applicable averaging time as long as the averaged emission rate is not
less than 10% of the maximum hourly emission rate, as specified in R 336.1227(2).
(g) In the special case of toxic air contaminant emissions from multiple stacks, determine
the AIR value for each stack and select the lowest value among them. Then proceed as in
subdivision (f) of this subrule.
Table 22. Ambient Impact Ratio (AIR) Matrix
Annual Averaged Hourly Emission Rate Ambient Impact Ratios in Units of (lbs/hr)/(g/m3) for Toxic Air Contaminants with Annual
Averaged Screening Levels
BLDG HT (ft)
10
20
30
40
50
Hs / Hb
1.25
1.75
2.50
1.25
1.75
2.50
1.25
1.75
2.50
1.25
1.75
2.50
1.25
1.75
2.50
Stack Height->
12.5
17.5
25.0
25.0
35.0
50.0
37.5
52.5
75.0
50.0
70.0
100.0
62.5
87.5
125.0
D
25
0.0085
0.022
0.159
0.032
0.084
0.679
0.075
0.220
1.603
0.152
0.421
2.941
0.263
0.736
4.630
I
50
0.0087
0.022
0.159
0.032
0.084
0.679
0.075
0.220
1.603
0.152
0.421
2.941
0.263
0.736
4.630
S
75
0.0096
0.022
0.159
0.032
0.084
0.679
0.075
0.220
1.603
0.152
0.421
2.941
0.263
0.736
4.630
T
100
0.011
0.023
0.159
0.033
0.084
0.679
0.075
0.220
1.603
0.152
0.421
2.941
0.263
0.736
4.630
A
200
0.020
0.040
0.159
0.042
0.084
0.679
0.082
0.220
1.603
0.157
0.421
2.941
0.266
0.736
4.630
N
300
0.030
0.053
0.178
0.059
0.113
0.679
0.099
0.221
1.603
0.174
0.421
2.941
0.282
0.736
4.630
C
400
0.040
0.065
0.171
0.077
0.140
0.679
0.126
0.268
1.603
0.200
0.421
2.941
0.312
0.736
4.630
E
500
0.051
0.077
0.189
0.094
0.164
0.679
0.153
0.318
1.603
0.243
0.505
2.941
0.351
0.743
4.630
600
0.063
0.091
0.222
0.112
0.188
0.746
0.181
0.368
1.603
0.287
0.588
2.941
0.409
0.838
4.630
F
700
0.075
0.104
0.241
0.130
0.211
0.812
0.208
0.413
1.603
0.328
0.664
2.941
0.468
0.951
4.717
T
800
0.089
0.119
0.257
0.148
0.235
0.768
0.235
0.459
1.608
0.370
0.740
2.941
0.528
1.064
4.803
900
0.103
0.134
0.264
0.167
0.258
0.770
0.261
0.502
1.672
0.411
0.812
2.941
0.585
1.168
4.854
1000
0.119
0.151
0.272
0.187
0.282
0.800
0.289
0.545
1.786
0.452
0.883
2.959
0.644
1.276
4.950
1500
0.209
0.245
0.318
0.290
0.406
1.080
0.428
0.756
1.953
0.654
1.214
3.521
0.924
1.761
5.376
2000
0.311
0.350
0.383
0.408
0.539
1.256
0.573
0.965
2.304
0.861
1.534
3.731
1.205
2.222
5.882
BLDG HT (ft)
60
70
80
90
100
Hs / Hb
1.25
1.75
2.50
1.25
1.75
2.50
1.25
1.75
2.50
1.25
1.75
2.50
1.25
1.75
2.50
Stack Height->
75.0
105.0
150.0
87.5
122.5
175.0
100.0
140.0
200.0
112.5
157.5
225.0
125.0
175.0
250.0
D
25
0.412
1.114
6.098
0.606
1.656
8.621
0.839
2.242
8.333
1.126
3.049
13.514
1.458
3.876
14.286
I
50
0.412
1.114
6.098
0.606
1.656
8.621
0.839
2.242
8.333
1.126
3.049
13.514
1.458
3.876
14.286
S
75
0.412
1.114
6.098
0.606
1.656
8.621
0.839
2.242
8.333
1.126
3.049
13.514
1.458
3.876
14.286
T
100
0.412
1.114
6.098
0.606
1.656
8.621
0.839
2.242
8.333
1.126
3.049
13.514
1.458
3.876
14.286
A
200
0.413
1.114
6.098
0.606
1.656
8.621
0.839
2.242
8.333
1.126
3.049
13.514
1.458
3.876
14.286
N
300
0.426
1.114
6.098
0.614
1.656
8.621
0.845
2.242
8.333
1.129
3.049
13.514
1.458
3.876
14.286
C
400
0.455
1.114
6.098
0.641
1.656
8.621
0.868
2.242
8.333
1.147
3.049
13.514
1.475
3.876
14.286
E
500
0.498
1.114
6.098
0.683
1.656
8.621
0.909
2.242
8.333
1.185
3.049
13.514
1.506
3.876
14.286
600
0.545
1.114
6.098
0.741
1.656
8.621
0.967
2.242
8.333
1.244
3.049
13.514
1.563
3.876
14.286
F
700
0.625
1.269
6.250
0.808
1.672
8.621
1.040
2.242
8.333
1.316
3.049
13.514
1.634
3.876
14.286
T
800
0.705
1.429
6.410
0.901
1.825
8.621
1.111
2.242
8.333
1.404
3.049
13.514
1.730
3.876
14.286
900
0.781
1.572
6.579
1.000
2.016
8.621
1.235
2.488
9.091
1.502
3.086
13.514
1.832
3.876
14.286
1000
0.861
1.724
6.849
1.101
2.203
9.091
1.359
2.732
10.000
1.634
3.289
13.514
1.931
3.876
14.286
1500
1.232
2.404
7.042
1.577
3.106
9.615
1.953
3.846
11.905
2.358
4.505
15.152
2.778
5.208
16.129
2000
1.603
3.049
7.353
2.041
3.968
9.615
2.525
4.808
12.821
3.049
5.618
16.129
3.597
6.494
18.519