Section 742.APPENDIX A: General
Section 742.TABLE A: Soil Saturation Limits (Csat)for Chemicals Whose Melting Point is Less than 30 ° C
CAS No. |
Chemical Name |
Csat (mg/kg) |
67-64-1 |
Acetone |
100,000 |
71-43-2 |
Benzene |
870 |
111-44-4 |
Bis(2-chloroethyl)ether |
3,300 |
117-81-7 |
Bis(2-ethylhexyl)phthalate |
31,000 |
75-27-4 |
Bromodichloromethane (Dichlorobromomethane) |
3,000 |
75-25-2 |
Bromoform |
1,900 |
71-36-3 |
Butanol |
10,000 |
85-68-7 |
Butyl benzyl phthalate |
930 |
75-15-0 |
Carbon disulfide |
720 |
56-23-5 |
Carbon tetrachloride |
1,100 |
108-90-7 |
Chlorobenzene (Monochlorobenzene) |
680 |
124-48-1 |
Chlorodibromomethane (Dibromochloromethane) |
1,300 |
67-66-3 |
Chloroform |
2,900 |
96-12-8 |
1,2-Dibromo-3-chloropropane |
1,400 |
106-93-4 |
1,2-Dibromoethane (Ethylene dibromide) |
2,800 |
84-74-2 |
Di-n-butyl phthalate |
2,300 |
95-50-1 |
1,2-Dichlorobenzene (o-Dichlorobenzene) |
560 |
75-34-3 |
1,1-Dichloroethane |
1,700 |
107-06-2 |
1,2-Dichloroethane (Ethylene dichloride) |
1,800 |
75-35-4 |
1,1-Dichloroethylene |
1,500 |
156-59-2 |
cis-1,2-Dichloroethylene |
1,200 |
156-60-5 |
trans-1,2-Dichloroethylene |
3,100 |
78-87-5 |
1,2-Dichloropropane |
1,100 |
542-75-6 |
1,3-Dichloropropene (1,3-Dichloropropylene, cis + trans) |
1,400 |
CAS No. |
Chemical Name |
Csat (mg/kg) |
84-66-2 |
Diethyl phthalate |
2,000 |
117-84-0 |
Di-n-octyl phthalate |
10,000 |
100-41-4 |
Ethylbenzene |
400 |
77-47-4 |
Hexachlorocyclopentadiene |
2,200 |
78-59-1 |
Isophorone |
4,600 |
74-83-9 |
Methyl bromide (Bromomethane) |
3,200 |
1634-04-4 |
Methyl tert-butyl ether |
8,800 |
75-09-2 |
Methylene chloride (Dichloromethane) |
2,400 |
98-95-3 |
Nitrobenzene |
1,000 |
100-42-5 |
Styrene |
1,500 |
127-18-4 |
Tetrachloroethylene (Perchloroethylene) |
240 |
108-88-3 |
Toluene |
650 |
120-82-1 |
1,2,4-Trichlorobenzene |
3,200 |
71-55-6 |
1,1,1-Trichloroethane |
1,200 |
79-00-5 |
1,1,2-Trichloroethane |
1,800 |
79-01-6 |
Trichloroethylene |
1,300 |
108-05-4 |
Vinyl acetate |
2,700 |
75-01-4 |
Vinyl chloride |
1,200 |
108-38-3 |
m-Xylene |
420 |
95-47-6 |
o-Xylene |
410 |
106-42-3 |
p-Xylene |
460 |
1330-20-7 |
Xylenes (total) |
|
Ionizable Organics |
||
95-57-8 |
2-Chlorophenol |
53,000 |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective____________________)
Section 742.APPENDIX A: General
Section 742.TABLE D: Percentage Points of the W Test for
N
n=3(1)50
|
0.01 |
0.05 |
3 |
0.753 |
0.767 |
4 |
0.687 |
0.748 |
5 |
0.686 |
0.762 |
6 |
0.713 |
0.788 |
7 |
0.730 |
0.803 |
8 |
0.749 |
0.818 |
9 |
0.764 |
0.829 |
10 |
0.781 |
0.842 |
11 |
0.792 |
0.850 |
12 |
0.805 |
0.859 |
13 |
0.814 |
0.866 |
14 |
0.825 |
0.874 |
15 |
0.835 |
0.881 |
16 |
0.844 |
0.887 |
17 |
0.851 |
0.892 |
18 |
0.858 |
0.897 |
19 |
0.863 |
0.901 |
20 |
0.868 |
0.905 |
21 |
0.873 |
0.908 |
22 |
0.878 |
0.911 |
23 |
0.881 |
0.914 |
24 |
0.884 |
0.916 |
25 |
0.888 |
0.918 |
26 |
0.891 |
0.920 |
27 |
0.894 |
0.923 |
28 |
0.896 |
0.924 |
29 |
0.898 |
0.926 |
30 |
0.900 |
0.927 |
31 |
0.902 |
0.929 |
32 |
0.904 |
0.930 |
33 |
0.906 |
0.931 |
34 |
0.908 |
0.933 |
35 |
0.910 |
0.934 |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective________________)
Section 742.APPENDIX A: General
Section 742.TABLE E: Similar-Acting Noncarcinogenic Chemicals
Kidney
Acetone (Ingestion only)
Cadmium (Ingestion only)
Chlorobenzene
Dalapon
1,1-Dichloroethane
Di-n-octyl phthalate (Ingestion only)
Endosulfan
Ethylbenzene
Fluoranthene
Methyl tert-butyl ether (Inhalation only)
Nitrobenzene
Pyrene
Toluene (Ingestion only)
2,4,5-Trichlorophenol
Vinyl acetate (Ingestion only)
Liver
Acenaphthene
Acetone (Ingestion only)
Butylbenzyl phthalate (Ingestion only)
Chlorobenzene (Ingestion only)
1,1-Dichloroethylene (Ingestion only)
Di-n-octyl phthalate (Ingestion only)
Endrin
Ethylbenzene
Fluoranthene
Methyl tert-butyl ether (Inhalation only)
Nitrobenzene
Picloram
Styrene (Ingestion only)
2,4,5-TP (Silvex)
Toluene (Ingestion only)
1,2,4-Trichlorobenzene (Inhalation only)
2,4,5-Trichlorophenol
Central Nervous System
Butanol (Ingestion only)
Cyanide (amenable)
2,4-Dimethylphenol
Endrin
Manganese
2-Methylphenol
Mercury (Inhalation only)
Styrene (Inhalation only)
Toluene (Inhalation only)
Xylenes (Ingestion only)
Circulatory System
Antimony
Barium (Ingestion only)
2,4-D
cis-1,2-Dichloroethylene (Ingestion only)
Nitrobenzene
trans-1,2-Dichloroethylene (Ingestion only)
2,4-Dimethylphenol
Fluoranthene
Fluorene
Styrene (Ingestion only)
Zinc
Cholinesterase Inhibition
Aldicarb
Carbofuran
Decreased Body Weight Gains
and Circulatory System Effects
Atrazine
Simazine
Adrenal Gland
Nitrobenzene
1,2,4-Trichlorobenzene (Ingestion only)
Respiratory System
1,2-Dichloropropane (Inhalation only)
Hexachlorocyclopentadiene (Inhalation only)
Methyl bromide (Inhalation only)
Naphthalene (Inhalation only)
Toluene (Inhalation only)
Vinyl acetate (Inhalation only)
Immune System
2,4-Dichlorophenol
p-ChloroanilineStyrene
Mercury (Ingestion only)
Styrene
Zinc
Gastrointestinal System
Endothall
Hexachlorocyclopentadiene (Ingestion only)
Methyl bromide (Ingestion only)
Methyl tert-butyl ether (Ingestion only)
Reproductive System
Barium (Inhalation only)
Boron (Ingestion only)
Carbon disulfide
2-Chlorophenol (Ingestion only)
1,2 Dibromo-3-Chloropropane (Inhalation only) |
Dinoseb
Ethylbenzene (Inhalation only)
Methoxychlor
Phenol
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_________________) | |
Section 742.APPENDIX A: General
Section 742.TABLE F: Similar-Acting Carcinogenic Chemicals
Kidney
Bromodichloromethane (Ingestion only)
Chloroform (Ingestion only)
1,2-Dibromo-3-chloropropane (Ingestion only)
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Hexachlorobenzene
Liver
Aldrin
Bis(2-chloroethyl)ether
Bis(2-ethylhexyl)phthalate (Ingestion only)
Carbazole
Carbon tetrachloride
Chlordane
Chloroform (Inhalation only)
DDD
DDE
DDT
1,2-Dibromo-3-chloropropane (Ingestion only)
1,2-Dibromoethane(Ingestion only)
3,3’-Dichlorobenzidine
1,2-Dichloroethane
1,31,2-Dichloropropane (Ingestion only)
1,3-Dichloropropylene (Ingestion only)
Dieldrin
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Heptachlor
Heptachlor epoxide
Hexachlorobenzene
alpha-HCH
gamma-HCH (Lindane)
Methylene chloride
N-Nitrosodiphenylamine
N-Nitrosodi-n-propylamine
Pentachlorophenol
Tetrachloroethylene
Trichloroethylene
2,4,6-Trichlorophenol
Toxaphene
Vinyl chloride
Circulatory System
Benzene
2,4,6-Trichlorophenol
Gastrointestinal System
Benzo(a)anthracene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Benzo(a)pyrene
Chrysene
Dibenzo(a,h)anthracene
Indeno(1,2,3-c,d)pyrene
Bromodichloromethane (Ingestion only)
Bromoform
1,2-Dibromo-3-chloropropane (Ingestion only)
1,2-Dibromoethane (Ingestion only)
1,3-Dichloropropylene (Ingestion only)
Lung
Arsenic (Inhalation only)
Beryllium (Inhalation only)
Cadmium (Inhalation only)
Chromium, hexavalent (Inhalation only)
1,3-Dichloropropylene (Inhalation only)
Methylene chloride (Inhalation only)
N-Nitrosodi-n-propylamine
Nickel (Inhalation only)
Vinyl chloride
Nasal Cavity
1,2-Dibromo-3-chloropropane (Inhalation only)
1,2-Dibromoethane (Inhalation only)
N-Nitrosodi-n-propylamine
Bladder
3,3 0 -Dichlorobenzidine
1,3-Dichloropropylene (Ingestion only)
N-Nitrosodiphenylamine
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective__________________)
Section 742.APPENDIX A: General
Section 742.TABLE G: Concentrations of Inorganic Chemicals in Background Soils
Chemical Name |
Counties Within Metropolitan Statistical Areasa (mg/kg) |
Counties Outside Metropolitan Statistical Areas (mg/kg) |
Aluminum |
9,500 |
9,200 |
Antimony |
4.0 |
3.3 |
Arsenic |
|
|
Barium |
110` |
122 |
Beryllium |
0.59 |
0.56 |
Cadmium |
0.6 |
0.50 |
Calcium |
9,300 |
5,525 |
Chromium |
16.2 |
13.0 |
Cobalt |
8.9 |
8.9 |
Copper |
19.6 |
12.0 |
Cyanide |
0.51 |
0.50 |
Iron |
15,900 |
15,000 |
Lead |
36.0 |
20.9 |
Magnesium |
4,820 |
2,700 |
Manganese |
636 |
630 |
Mercury |
0.06 |
0.05 |
|
Chemical Name |
Counties Within Metropolitan Statistical Areasa (mg/kg) |
Counties Outside Metropolitan Statistical Areas (mg/kg) |
Nickel |
18.0 |
13.0 |
Potassium |
1,268 |
1,100 |
Selenium |
0.48 |
0.37 |
Silver |
0.55 |
0.50 |
Sodium |
130 |
130.0 |
Sulfate |
85.5 |
110 |
Sulfide |
3.1 |
2.9 |
Thallium |
0.32 |
0.42 |
Vanadium |
25.2 |
25.0 |
Zinc |
95.0 |
60.2 |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______)
Section 742.APPENDIX A: General
TABLE H: Chemicals Whose Tier 1 Class I Groundwater Remediation Objective Exceeds the 1 in 1,000,000 Cancer Risk Concentration
Chemical |
Class I Groundwater Remediation Objective (mg/l) |
1 in 1,000,000 Cancer Risk Concentration (mg/l) |
ADL (mg/l) |
Aldrin |
|
0.000005 |
|
Benzo(a)pyrene |
0.0002 |
0.0000012 |
0.00023 |
Bis(2-chloroethyl)ether |
0.01 |
0.000077 |
0.01 |
Bis(2-ethylhexyl)phthalate |
0.006 |
0.0061 |
0.0027 |
Carbon Tetrachloride |
0.005 |
0.00066 |
|
Chlordane |
0.002 |
0.000066 |
0.00014 |
DDD |
0.014 |
0.00023 |
0.014 |
DDE |
0.01 |
0.00023 |
0.01 |
DDT |
0.006 |
0.00023 |
0.006 |
Dibenzo(a,h)anthracene |
0.0003 |
0.000012 |
0.0003 |
1,2-Dibromo-3-chloropropane |
0.0002 |
0.000061 |
|
1,2-dibromoethane |
0.00005 |
0.0000010 |
|
3,3'-Dichlorobenzidine |
0.02 |
0.00019 |
0.02 |
1,2-Dichloroethane |
0.005 |
0.00094 |
0.0003 |
Dieldrin |
|
0.0000053 |
|
2,6-Dinitrotoluene |
0.00031 |
0.0001 |
0.00031 |
Heptachlor |
0.0004 |
0.000019 |
|
Heptachlor epoxide |
0.0002 |
0.0000094 |
|
Hexachlorobenzene |
0.00006 |
0.000053 |
0.00006 |
Alpha-HCH |
|
0.000014 |
|
Tetrachloroethylene |
0.005 |
0.0016 |
|
Toxaphene |
0.003 |
0.000077 |
0.00086 |
Vinyl chloride |
0.002 |
0.000045 |
|
Ionizable Organics |
|||
N-Nitrosodi-n-propylamine |
|
0.000012 |
|
Pentachlorophenol |
0.001 |
0.00071 |
|
2,4,6-Trichlorophenol |
0.01 |
0.007 |
0.01 |
Inorganics Organics |
|||
Arsenic |
0.05 |
0.000057 |
0.001 |
Beryllium |
0.004 |
0.00002 |
0.004 |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective____________________)
Section 742. APPENDIX B: Tier 1 Tables and Illustrations
Section 742.TABLE A: Tier 1 Soil Remediation Objectivesa for Residential Properties
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
83-32-9 |
Acenaphthene |
4,700b |
---c |
570b |
2,900 |
* |
67-64-1 |
Acetone |
7,800b |
100,000d |
16b |
16 |
* |
15972-60-8 |
Alachloro |
8e |
---c |
0.04 |
0.2 |
NA |
116-06-3 |
Aldicarbo |
78b |
---c |
0.013 |
0.07 |
NA |
309-00-2 |
Aldrin |
0.04e |
3e |
0.5e |
2.5 |
0.94 |
120-12-7 |
Anthracene |
23,000b |
---c |
12,000b |
59,000 |
* |
1912-24-9 |
Atrazineo |
2700b |
---c |
0.066 |
0.33 |
NA |
71-43-2 |
Benzene |
12e |
0.8e |
0.03 |
0.17 |
* |
56-55-3 |
Benzo(a)anthracene |
0.9e |
---c |
2 |
8 |
* |
205-99-2 |
Benzo(b)fluoranthene |
0.9e |
---c |
5 |
25 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
207-08-9 |
Benzo(k)fluroanthene |
9e |
---c |
49 |
250 |
* |
50-32-8 |
Benzo(a)pyrene |
0.09e,f |
---c |
8 |
82 |
* |
111-44-4 |
Bis(2-chloroethyl)ether |
0.6e |
0.2e,f |
0.0004e,f |
0.0004 |
0.66 |
117-81-7 |
Bis(2-ethylhexyl)phthalate |
46e |
31,000d |
3,600 |
31,000d |
* |
75-27-4 |
Bromodichloromethane (Dichlorobromomethane) |
10e |
3,000d |
0.6 |
0.6 |
* |
75-25-2 |
Bromoform |
81e |
53e |
0.8 |
0.8 |
* |
71-36-3 |
Butanol |
7,800b |
10,000d |
17b |
17 |
NA |
85-68-7 |
Butyl benzyl phthalate |
16,000b |
930d |
930d |
930d |
* |
86-74-8 |
Carbazole |
32e |
---c |
0.6e |
2.8 |
NA |
1563-66-2 |
Carbofurano |
390b |
---c |
0.22 |
1.1 |
NA |
75-15-0 |
Carbon disulfide |
7,800b |
720d |
32b |
160 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
56-23-5 |
Carbon tetrachloride |
5e |
0.3e |
0.07 |
0.33 |
* |
57-74-9 |
Chlordane |
|
|
10 |
48 |
* |
106-47-8 |
4-Chloroaniline (p-Chloroaniline) |
310b |
---c |
0.7b |
0.7 |
|
108-90-7 |
Chlorobenzene (Monochlorobenzene) |
1,600b |
130b |
1 |
6.5 |
* |
124-48-1 |
Chlorodibromomethane (Dibromochloromethane) |
1,600b |
1,300d |
0.4 |
0.4 |
* |
67-66-3 |
Chloroform |
100e |
0.3e |
0.6 |
2.9 |
* |
218-01-9 |
Chrysene |
88e |
---c |
160 |
800 |
* |
94-75-7 |
2,4-Do |
780b |
---c |
1.5 |
7.7 |
* |
75-99-0 |
Dalapono |
2,300b |
---c |
0.85 |
8.5 |
|
72-54-8 |
DDD |
3e |
---c |
16e |
80 |
* |
72-55-9 |
DDE |
2e |
---c |
54e |
270 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
50-29-3 |
DDT |
2e |
---g |
32e |
160 |
* |
53-70-3 |
Dibenzo(a,h)anthracene |
0.09e,f |
---c |
2 |
7.6 |
* |
96-12-8 |
1,2-Dibromo-3-chloropropane |
0.46e |
11b |
0.002 |
0.002 |
* |
106-93-4 |
1,2-Dibromoethane (Ethylene dibromide) |
0.0075e |
0.17e |
0.0004 |
0.004 |
0.005 |
84-74-2 |
Di-n-butyl phthalate |
7,800b |
2,300d |
2,300d |
2,300d |
* |
95-50-1 |
1,2-Dichlorobenzene (o - Dichlorobenzene) |
7,000b |
560d |
17 |
43 |
* |
106-46-7 |
1,4-Dichlorobenzene (p - Dichlorobenzene) |
---c |
11,000b |
2 |
11 |
* |
91-94-1 |
3,3'-Dichlorobenzidine |
1e |
---c |
0.007e,f |
0.033 |
1.3 |
75-34-3 |
1,1-Dichloroethane |
7,800b |
1,300b |
23b |
110 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
107-06-2 |
1,2-Dichloroethane (Ethylene dichloride) |
7e |
0.4e |
0.02 |
0.1 |
* |
75-35-4 |
1,1-Dichloroethylene |
700b |
1,500d |
0.06 |
0.3 |
* |
156-59-2 |
cis-1,2-Dichloroethylene |
780b |
1,200d |
0.4 |
1.1 |
* |
156-60-5 |
trans-1,2-Dichloroethylene |
1,600b |
3,100d |
0.7 |
3.4 |
* |
78-87-5 |
1,2-Dichloropropane |
9e |
15b |
0.03 |
0.15 |
* |
542-75-6 |
1,3-Dichloropropene (1,3-Dichloropropylene, cis + trans) |
4e |
0.1e |
0.004e |
0.02 |
0.005 |
60-57-1 |
Dieldrinn |
0.04e |
1e |
0.004e |
0.02 |
0.603 |
84-66-2 |
Diethyl phthalate |
63,000b |
2,000d |
470b |
470 |
* |
105-67-9 |
2,4-Dimethylphenol |
1,600b |
---c |
9b |
9 |
* |
121-14-2 |
2,4-Dinitrotoluene |
0.9e |
---c |
0.0008e,f |
0.0008 |
|
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
606-20-2 |
2,6-Dinitrotoluene |
0.9e |
---c |
0.0007e,f |
0.0007 |
|
117-84-0 |
Di-n-octyl phthalate |
1,600b |
10,000d |
10,000d |
10,000d |
* |
115-29-7 |
Endosulfano |
470b |
---c |
18b |
90 |
* |
145-73-3 |
Endothallo |
1,600b |
---c |
0.4 |
0.4 |
NA |
72-20-8 |
Endrin |
23b |
---c |
1 |
5 |
* |
100-41-4 |
Ethylbenzene |
7,800b |
400d |
13 |
19 |
* |
206-44-0 |
Fluoranthene |
3,100b |
---c |
4,300b |
21,000 |
* |
86-73-7 |
Fluorene |
3,100b |
---c |
560b |
2,800 |
* |
76-44-8 |
Heptachlor |
0.1e |
0.1e |
23 |
110 |
0.871 |
1024-57-3 |
Heptachlor epoxide |
0.07e |
5e |
0.7 |
3.3 |
1.005 |
118-74-1 |
Hexachlorobenzene |
0.4e |
1e |
2 |
11 |
* |
319-84-6 |
alpha-HCH (alpha-BHC) |
0.1e |
0.8e |
0.0005e,f |
0.003 |
|
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
58-89-9 |
gamma-HCH (Lindane)n |
0.5e |
---c |
0.009 |
0.047 |
* |
77-47-4 |
Hexachlorocyclopentadiene |
550b |
10b |
400 |
2,200d |
* |
67-72-1 |
Hexachloroethane |
78b |
---c |
0.5b |
2.6 |
* |
193-39-5 |
Indeno(1,2,3-c,d)pyrene |
0.9e |
---c |
14 |
69 |
* |
78-59-1 |
Isophorone |
15,600b |
4,600d |
8b |
8 |
* |
72-43-5 |
Methoxychloro |
390b |
---c |
160 |
780 |
* |
74-83-9 |
Methyl bromide (Bromomethane) |
110b |
10b |
0.2b |
1.2 |
* |
1634-04-4 |
Methyl tert-butyl ether |
780b |
8,800d |
0.32 |
0.32 |
* |
75-09-2 |
Methylene chloride (Dichloromethane) |
85e |
13e |
0.02e |
0.2 |
* |
95-48-7 |
2-Methylphenol (o - Cresol) |
3,900b |
---c |
15b |
15 |
* |
91-20-3 |
Naphthalene |
|
|
|
|
* |
98-95-3 |
Nitrobenzene |
39b |
92b |
0.1b,f |
0.1 |
0.26 |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
86-30-6 |
N-Nitrosodiphenylamine |
130e |
---c |
1e |
5.6 |
* |
621-64-7 |
N-Nitrosodi-n-propylamine |
0.09e,f |
---c |
0.00005e,f |
0.00005 |
|
108-95-2 |
Phenol |
47,000b |
---c |
100b |
100 |
* |
1918-02-1 |
Picloramo |
5,500b |
---c |
2 |
20 |
NA |
1336-36-3 |
Polychlorinated biphenyls (PCBs)n |
1 |
---c,h |
---h |
---h |
* |
129-00-0 |
Pyrene |
2,300b |
---c |
4,200b |
21,000 |
* |
122-34-9 |
Simazineo |
390b |
---c |
0.04 |
0.37 |
NA |
100-42-5 |
Styrene |
16,000b |
1,500d |
4 |
18 |
* |
127-18-4 |
Tetrachloroethylene (Perchloroethylene) |
12e |
11e |
0.06 |
0.3 |
* |
108-88-3 |
Toluene |
16,000b |
650d |
12 |
29 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
8001-35-2 |
Toxaphenen |
0.6e |
89e |
31 |
150 |
* |
120-82-1 |
1,2,4-Trichlorobenzene |
780b |
3,200b |
5 |
53 |
* |
71-55-6 |
1,1,1-Trichloroethane |
---c |
1,200d |
2 |
9.6 |
* |
79-00-5 |
1,1,2-Trichloroethane |
310b |
1,800d |
0.02 |
0.3 |
* |
79-01-6 |
Trichloroethylene |
58e |
5e |
0.06 |
0.3 |
* |
108-05-4 |
Vinyl acetate |
78,000b |
1,000b |
170b |
170 |
* |
75-01-4 |
Vinyl chloride |
0.3e |
0.03e |
0.01f |
0.07 |
* |
108-38-3 |
m-Xylene |
160,000b |
420d |
210 |
210 |
* |
95-47-6 |
o-Xylene |
160,000b |
410d |
190 |
190 |
* |
106-42-3 |
p-Xylene |
160,000b |
460d |
200 |
200 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
1330-20-7 |
Xylenes (total) |
160,000b |
320d |
150 |
150 |
* |
Ionizable Organics |
||||||
65-85-0 |
Benzoic Acid |
310,000b |
---c |
400b,i |
400i |
* |
95-57-8 |
2-Chlorophenol |
390b |
53,000d |
4b,i |
4i |
* |
120-83-2 |
2,4-Dichlorophenol |
230b |
---c |
1b,i |
1i |
* |
51-28-5 |
2,4-Dinitrophenol |
160b |
---c |
0.2b,f |
0.2 |
3.3 |
88-85-7 |
Dinosebo |
78b |
---c |
0.34b,i |
3.4i |
* |
87-86-5 |
Pentachlorophenol |
3e,j |
---c |
0.03f,i |
0.14i |
|
93-72-1 |
2,4,5-TP (Silvex) |
630b |
---c |
11i |
55i |
* |
95-95-4 |
2,4,5-Trichlorophenol |
7,800b |
---c |
270b,i |
1,400i |
* |
88-06-2 |
2,4,6 Trichlorophenol |
58e |
200e |
0.2e,f,i |
0.77i |
|
Exposure Route-specific Values for Soils
|
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/L)
|
Class II (mg/L)
|
ADL (mg/kg) |
Inorganics |
||||||
7440-36-0 |
Antimony |
31b |
---c |
0.006m |
0.024m |
* |
7440-38-2 |
Arsenicl,n |
|
750e |
0.05m |
0.2m |
* |
7440-39-3 |
Barium |
5,500b |
690,000b |
2.0m |
2.0m |
* |
7440-41-7 |
Beryllium |
|
1,300e |
0.004m |
0.5m |
* |
7440-42-8 |
Boron |
7,000b |
---g |
2.0m |
2.0m |
* |
7440-43-9 |
Cadmiuml,n |
78b, r |
1,800e |
0.005m |
0.05m |
* |
16887-00-6 |
Chloride |
---c |
---c |
200m |
200m |
* |
7440-47-3 |
Chromium, total |
|
270e |
0.1m |
1.0m |
* |
16065-83-1 |
Chromium, ion, trivalent |
|
---c |
---g |
---g |
* |
18540-29-9 |
Chromium, ion, hexavalent |
|
270e |
--- |
--- |
* |
7440-48-4 |
Cobalt |
4,700b |
---c |
1.0m |
1.0m |
* |
Exposure Route-specific Values for Soils
|
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/L)
|
Class II (mg/L)
|
ADL (mg/kg) |
7440-50-8 |
Coppern |
2,900b |
---c |
0.65m |
0.65m |
* |
57-12-5 |
Cyanide (amenable) |
1,600b |
---c |
0.2q,m |
0.6q,m |
* |
7782-41-4 |
Fluoride |
4,700b |
---c |
4.0m |
4.0m |
* |
15438-31-0 |
Iron |
---c |
---c |
5.0m |
5.0m |
* |
7439-92-1 |
Lead |
400k |
---c |
0.0075m |
0.1m |
* |
7439-96-5 |
Manganese |
3,700b |
69,000b |
0.15m |
10.0m |
* |
7439-97-6 |
Mercuryl,n,s |
23b |
10b |
0.002m |
0.01m |
* |
7440-02-0 |
Nickell |
1,600b |
13,000e |
0.1m |
2.0m |
* |
14797-55-8 |
Nitrate as Np |
130,000b |
---c |
10.0q |
100q |
* |
7782-49-2 |
Seleniuml,n |
390b |
---c |
0.05m |
0.05m |
* |
Exposure Route-specific Values for Soils
|
Soil Component of the Groundwater Ingestion Exposure Route Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/L)
|
Class II (mg/L)
|
ADL (mg/kg) |
7440-22-4 |
Silver |
390b |
---c |
0.05m |
--- |
* |
14808-79-8 |
Sulfate |
---c |
---c |
400m |
400m |
* |
7440-28-0 |
Thallium |
6.3b,u |
---c |
0.002m |
0.02m |
* |
7440-62-2 |
Vanadium |
550b |
---c |
0.049m |
0.1m |
* |
7440-66-6 |
Zincl |
23,000b |
---c |
5.0m |
10m |
* |
"*" indicates that the ADL is less than or equal to the specified remediation objective. |
NA means not available; no PQL or EQL available in USEPA analytical methods.
Chemical Name and Soil Remediation Objective Notations
a Soil remediation objectives based on human health criteria only. | |
b Calculated values correspond to a target hazard quotient of 1. | |
c No toxicity criteria available for the route of exposure. | |
d Soil saturation concentration (C [[satt]) = the concentration at which the absorptive limits of the soil particles, the solubility limits of the available soil moisture, and saturation of soil pore air have been reached. Above the soil saturation concentration, the assumptions regarding vapor transport to air and/or dissolved phase transport to groundwater (for chemicals which are liquid at ambient soil temperatures) have been violated, and alternative modeling approaches are required. | |
e Calculated values correspond to a cancer risk level of 1 in 1,000,000. | |
f Level is at or below Contract Laboratory Program required quantitation limit for Regular Analytical Services (RAS). | |
g Chemical-specific properties are such that this route is not of concern at any soil contaminant concentration. | |
h | |
i Soil remediation objective for pH of 6.8. If soil pH is other than 6.8, refer to Appendix B, Tables C and D of this Part. | |
j Ingestion soil remediation objective adjusted by a factor of 0.5 to account for dermal route. | |
k A preliminary remediation goal of 400 mg/kg has been set for lead based on Revised Interim Soil Lead Guidance for CERCLA Sites and RCRA Corrective Action Facilities, OSWER Directive #9355.4-12. | |
l Potential for soil-plant-human exposure. | |
m The person conducting the remediation has the option to use: 1) TCLP or SPLP test results to compare with the remediation objectives listed in this Table; or 2) the total amount of contaminant in the soil sample results to compare with pH specific remediation objectives listed in Appendix B, Table C or D of this Part. (See Section 742.510.) If the person conducting the remediation wishes to calculate soil remediation objectives based on background concentrations, this should be done in accordance with Subpart D of this Part. | |
n The Agency reserves the right to evaluate the potential for remaining contaminant concentrations to pose significant threats to crops, livestock, or wildlife. | |
o For agrichemical facilities, remediation objectives for surficial soils which are based on field application rates may be more appropriate for currently registered pesticides. Consult the Agency for further information. | |
p For agrichemical facilities, soil remediation objectives based on site-specific background concentrations of Nitrate as N may be more appropriate. Such determinations shall be conducted in accordance with the procedures set forth in Subparts D and I of this Part. | |
q The TCLP extraction must be done using water at a pH of 7.0. | |
r Value based on dietary Reference Dose. | |
s |
t |
u Value based on Reference Dose for thallium sulfate (CAS No. 7446-18-6). | |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______________) | |
Section 742.APPENDIX B: Tier 1 Tables and Illustrations
Section 742.Table B: Tier 1 Soil Remediation Objectivesa for Industrial/Commercial Properties
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
ClassII (mg/kg) |
ADL (mg/kg) |
83-32-9 |
Acenaphthene |
120,000b |
-----c |
120,000b |
-----c |
570b |
2,900 |
* |
67-64-1 |
Acetone |
200,000b |
100,000d |
200,000b |
100,000d |
16b |
16 |
* |
15972-60-8 |
Alachloro |
72e |
-----c |
1,600e |
-----c |
0.04 |
0.2 |
NA |
116-06-3 |
Aldicarbo |
2,000b |
-----c |
200b |
-----c |
0.013 |
0.07 |
NA |
309-00-2 |
Aldrin |
0.3e |
6.6e |
6.1b |
9.3e |
0.5e |
2.5 |
0.94 |
120-12-7 |
Anthracene |
610,000b |
-----c |
610,000b |
-----c |
12,000b |
59,000 |
* |
1912-24-9 |
Atrazineo |
72,000b |
-----c |
7,100b |
-----c |
0.066 |
0.33 |
NA |
71-43-2 |
Benzene |
100e |
|
2,300e |
|
0.03 |
0.17 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
56-55-3 |
Benzo(a)anthracene |
8e |
-----c |
170e |
-----c |
2 |
8 |
* |
205-99-2 |
Benzo(b)fluoranthene |
8e |
-----c |
170e |
-----c |
5 |
25 |
* |
207-08-9 |
Benzo(k)fluroanthene |
78e |
-----c |
1,700e |
-----c |
49 |
250 |
* |
50-32-8 |
Benzo(a)pyrene |
0.8e |
-----c |
17e |
-----c |
8 |
82 |
* |
111-44-4 |
Bis(2-chloroethyl)ether |
5e |
0.47e |
75e |
0.66e |
0.0004e,f |
0.0004 |
0.66 |
117-81-7 |
Bis(2-ethylhexyl)phthalate |
410e |
31,000d |
4,100b |
31,000d |
3,600 |
31,000d |
* |
75-27-4 |
Bromodichloromethane (Dichlorobromomethane) |
92e |
3,000d |
2,000e |
3,000d |
0.6 |
0.6 |
* |
75-25-2 |
Bromoform |
720e |
100e |
16,000e |
140e |
0.8 |
0.8 |
* |
71-36-3 |
Butanol |
200,000b |
10,000d |
200,000b |
10,000d |
17b |
17 |
NA |
85-68-7 |
Butyl benzyl phthalate |
410,000b |
930d |
410,000b |
930d |
930d |
930d |
* |
86-74-8 |
Carbazole |
290e |
-----c |
6,200e |
-----c |
0.6e |
2.8 |
NA |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
1563-66-2 |
Carbofurano |
10,000b |
-----c |
1,000b |
-----c |
0.22 |
1.1 |
NA |
75-15-0 |
Carbon disulfide |
200,000b |
720d |
20,000b |
9.0b |
32b |
160 |
* |
56-23-5 |
Carbon tetrachloride |
44e |
0.64e |
410b |
0.90e |
0.07 |
0.33 |
* |
57-74-9 |
Chlordane |
|
|
|
|
10 |
48 |
* |
106-47-8 |
4 - Chloroaniline (p-Chloroaniline) |
8,200b |
-----c |
820b |
-----c |
0.7b |
0.7 |
|
108-90-7 |
Chlorobenzene (Monochlorobenzene) |
41,000b |
210b |
4,100b |
1.3b |
1 |
6.5 |
* |
124-48-1 |
Chlorodibromomethane (Dibromochloromethane) |
41,000b |
1,300d |
41,000b |
1,300d |
0.4 |
0.4 |
* |
67-66-3 |
Chloroform |
940e |
0.54e |
2,000b |
0.76e |
0.6 |
2.9 |
* |
218-01-9 |
Chrysene |
780e |
-----c |
17,000e |
-----e |
160 |
800 |
* |
94-75-7 |
2,4-Do |
20,000b |
-----c |
2,000b |
-----c |
1.5 |
7.7 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
75-99-0 |
Dalapono |
61,000b |
-----c |
6,100b |
-----c |
0.85 |
8.5 |
|
72-54-8 |
DDD |
24e |
-----c |
520e |
-----c |
16e |
80 |
* |
72-55-9 |
DDE |
17e |
-----c |
370e |
-----c |
54e |
270 |
* |
50-29-3 |
DDT |
17e |
1,500e |
100b |
2,100e |
32e |
160 |
* |
53-70-3 |
Dibenzo(a,h)anthracene |
0.8e |
-----c |
17e |
-----c |
2 |
7.6 |
* |
96-12-8 |
1,2-Dibromo-3-chloropropane |
4e |
17b |
89e |
0.11b |
0.002 |
0.002 |
* |
106-93-4 |
1,2-Dibromoethane (Ethylene dibromide) |
0.07e |
0.32e |
1.5e |
0.45e |
0.0004 |
0.004 |
0.005 |
84-74-2 |
Di-n-butyl phthalate |
200,000b |
2,300d |
200,000b |
2,300d |
2,300d |
2,300d |
* |
95-50-1 |
1,2-Dichlorobenzene (o - Dichlorobenzene) |
180,000b |
560d |
18,000b |
310b |
17 |
43 |
* |
106-46-7 |
1,4-Dichlorobenzene (p - Dichlorobenzene) |
-----c |
17,000b |
-----c |
340b |
2 |
11 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
91-94-1 |
3,3'-Dichlorobenzidine |
13e |
-----c |
280e |
-----c |
0.007e,f |
0.033 |
1.3 |
75-34-3 |
1,1-Dichloroethane |
200,000b |
1,700d |
200,000b |
130b |
23b |
110 |
* |
107-06-2 |
1,2-Dichloroethane (Ethylene dichloride) |
63e |
0.70e |
1,400e |
0.99e |
0.02 |
0.1 |
* |
75-35-4 |
1,1-Dichloroethylene |
18,000b |
1,500d |
1,800b |
1,500d |
0.06 |
0.3 |
* |
156-59-2 |
cis-1,2-Dichloroethylene |
20,000b |
1,200d |
20,000b |
1,200d |
0.4 |
1.1 |
* |
156-60-5 |
trans-1,2-Dichloroethylene |
41,000b |
3,100d |
41,000b |
3,100d |
0.7 |
3.4 |
* |
78-87-5 |
1,2-Dichloropropane |
84e |
23b |
1,800e |
0.50b |
0.03 |
0.15 |
* |
542-75-6 |
1,3-Dichloropropene (1,3-Dichloropropylene, cis + trans) |
33e |
0.23e |
610b |
0.33e |
0.004e |
0.02 |
0.005 |
60-57-1 |
Dieldrinn |
0.4e |
2.2e |
7.8e |
3.1e |
0.004e |
0.02 |
|
84-66-2 |
Diethyl phthalate |
1,000,000b |
2,000d |
1,000,000b |
2,000d |
470b |
470 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
105-67-9 |
2,4-Dimethylphenol |
41,000b |
-----c |
41,000b |
-----c |
9b |
9 |
* |
121-14-2 |
2,4-Dinitrotoluene |
8.4e |
-----c |
180e |
-----c |
0.0008e,f |
0.0008 |
|
606-20-2 |
2,6-Dinitrotoluene |
8.4e |
-----c |
180e |
-----c |
0.0007e,f |
0.0007 |
|
117-84-0 |
Di-n-octyl phthalate |
41,000e |
10,000d |
4,100b |
10,000d |
10,000d |
10,000d |
* |
115-29-7 |
Endosulfano |
12,000b |
-----c |
1,200b |
-----c |
18b |
90 |
* |
145-73-3 |
Endothallo |
41,000c |
-----c |
4,100b |
-----c |
0.4 |
0.4 |
NA |
72-20-8 |
Endrin |
610b |
-----c |
61b |
-----c |
1 |
5 |
* |
100-41-4 |
Ethylbenzene |
200,000b |
400d |
20,000b |
58b |
13 |
19 |
* |
206-44-0 |
Fluoranthene |
82,000b |
-----c |
82,000b |
-----c |
4,300b |
21,000 |
* |
86-73-7 |
Fluorene |
82,000b |
-----c |
82,000b |
-----c |
560b |
2,800 |
* |
76-44-8 |
Heptachlor |
1e |
11e |
28e |
16e |
23 |
110 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
1024-57-3 |
Heptachlor epoxide |
0.6e |
9.2e |
2.7b |
13e |
0.7 |
3.3 |
1.005 |
118-74-1 |
Hexachlorobenzene |
4e |
1.8e |
78e |
2.6e |
2 |
11 |
* |
319-84-6 |
alpha-HCH (alpha-BHC) |
0.9e |
1.5e |
20e |
2.1e |
0.0005e,f |
0.003 |
|
58-89-9 |
gamma-HCH (Lindane)n |
4e |
-----c |
96e |
-----c |
0.009 |
0.047 |
* |
77-47-4 |
Hexachlorocyclopentadiene |
14,000b |
16b |
14,000b |
1.1b |
400 |
2,200d |
* |
67-72-1 |
Hexachloroethane |
2,000b |
-----c |
2,000b |
-----c |
0.5b |
2.6 |
* |
193-39-5 |
Indeno(1,2,3-c,d)pyrene |
8e |
-----c |
170e |
-----c |
14 |
69 |
* |
78-59-1 |
Isophorone |
410,000b |
4,600d |
410,000b |
4,600d |
8b |
8 |
* |
72-43-5 |
Methoxychloro |
10,000b |
-----c |
1,000b |
-----c |
160 |
780 |
* |
74-83-9 |
Methyl bromide (Bromomethane) |
2,900b |
15b |
1,000b |
3.9b |
0.2b |
1.2 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
1634-04-4 |
Methyl tert-butyl ether |
20,000b |
8,800d |
2,000b |
140b |
0.32 |
0.32 |
* |
75-09-2 |
Methylene chloride (Dichloromethane) |
760e |
24e |
12,000b |
34e |
0.02e |
0.2 |
* |
95-48-7 |
2-Methylphenol (o - Cresol) |
100,000b |
-----c |
100,000b |
-----c |
15b |
15 |
* |
86-30-6 |
N-Nitrosodiphenylamine |
1,200e |
-----c |
25,000e |
-----c |
1e |
5.6 |
|
621-64-7 |
N-Nitrosodi-n-propylamine |
0.8e |
-----c |
18e |
-----c |
0.00005e,f |
0.00005 |
|
91-20-3 |
Naphthalene |
|
|
|
|
|
|
* |
98-95-3 |
Nitrobenzene |
1,000b |
140b |
1,000b |
9.4b |
0.1b,f |
0.1 |
0.26 |
108-95-2 |
Phenol |
1,000,000b |
-----c |
120,000b |
-----c |
100b |
100 |
* |
1918-02-1 |
Picloramo |
140,000b |
-----c |
14,000b |
-----c |
2 |
20 |
NA |
1336-36-3 |
Polychlorinated biphenyls (PCBs)n |
1 |
-----c,h |
1h |
-----c,h |
-----h |
-----h |
* |
129-00-0 |
Pyrene |
61,000b |
-----c |
61,000b |
-----c |
4,200b |
21,000 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
122-34-9 |
Simazineo |
10,000b |
-----c |
1,000b |
-----c |
0.04 |
0.37 |
NA |
100-42-5 |
Styrene |
410,000b |
1,500d |
41,000b |
430b |
4 |
18 |
* |
127-18-4 |
Tetrachloroethylene (Perchloroethylene) |
110e |
20e |
2,400e |
28e |
0.06 |
0.3 |
* |
108-88-3 |
Toluene |
410,000b |
650d |
410,000b |
42b |
12 |
29 |
* |
8001-35-2 |
Toxaphenen |
5.2e |
170e |
110e |
240e |
31 |
150 |
* |
120-82-1 |
1,2,4-Trichlorobenzene |
20,000b |
3,200d |
2,000b |
920b |
5 |
53 |
* |
71-55-6 |
1,1,1-Trichloroethane |
-----c |
1,200d |
-----c |
1,200d |
2 |
9.6 |
* |
79-00-5 |
1,1,2-Trichloroethane |
8,200b |
1,800d |
8,200b |
1,800d |
0.02 |
0.3 |
* |
79-01-6 |
Trichloroethylene |
520e |
8.9e |
1,200b |
12e |
0.06 |
0.3 |
* |
108-05-4 |
Vinyl acetate |
1,000,000b |
1,600b |
200,000b |
10b |
170b |
170 |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
75-01-4 |
Vinyl chloride |
3e |
0.06e |
65e |
0.08e |
0.01f |
0.07 |
* |
108-38-3 |
m-Xylene |
1,000,000 |
420d |
410,000b |
420d |
210 |
210 |
* |
95-47-6 |
o-Xylene |
1,000,000 |
410d |
410,000b |
410d |
190 |
190 |
* |
106-42-3 |
p-Xylene |
1,000,000 |
460d |
410,000b |
460d |
200 |
200 |
* |
1330-20-7 |
Xylenes (total) |
1,000,000b |
320d |
410,000b |
320d |
150 |
150 |
* |
Ionizable Organics |
||||||||
65-85-0 |
Benzoic Acid |
1,000,000b |
-----c |
820,000b |
-----c |
400b,i |
400i |
* |
95-57-8 |
2-Chlorophenol |
10,000b |
53,000d |
10,000b |
53,000d |
4b,i |
20i |
* |
120-83-2 |
2,4-Dichlorophenol |
6,100b |
-----c |
610b |
-----c |
1b,i |
1i |
* |
51-28-5 |
2,4-Dinitrophenol |
4,100b |
-----c |
410b |
-----c |
0.2b,f,i |
0.2i |
3.3 |
88-85-7 |
Dinosebo |
2,000b |
-----c |
200b |
-----c |
0.34b,i |
3.4i |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
Industrial- Commercial |
Construction Worker |
Values |
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/kg) |
Class II (mg/kg) |
ADL (mg/kg) |
87-86-5 |
Pentachlorophenol |
24e,j |
-----c |
520e,j |
-----c |
0.03f,i |
0.14i |
|
93-72-1 |
2,4,5-TP (Silvex) |
16,000b |
-----c |
1,600b |
-----c |
11i |
55i |
* |
95-95-4 |
2,4,5-Trichlorophenol |
200,000b |
-----c |
200,000b |
-----c |
270b,i |
1,400i |
* |
88-06-2 |
2,4,6- Trichlorophenol |
520e |
390e |
11,000e |
540e |
0.2e,f,i |
0.77i |
|
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
|||||||
Industrial- Commercial |
Construction Worker |
Values |
||||||
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/L) |
Class II (mg/L) |
Inorganics |
||||||||
7440-36-0 |
Antimony |
820b |
-----c |
82b |
-----c |
0.006m |
0.024m |
* |
7440-38-2 |
Arsenicl,n |
|
1,200e |
61b |
25,000e |
0.05m |
0.2m |
|
7440-39-3 |
Barium |
140,000b |
910,000b |
14,000b |
870,000b |
2.0m |
2.0m |
* |
7440-41-7 |
Beryllium |
|
2,100e |
|
44,000e |
0.004m |
0.5m |
* |
7440-42-8 |
Boron |
180,000b |
1,000,000 |
18,000b |
1,000,000 |
2.0m |
2.0m |
* |
7440-43-9 |
Cadmiuml,n |
2,000b,r |
2,800e |
200b,r |
59,000e |
0.005m |
0.05m |
* |
16887-00-6 |
Chloride |
-------c |
-----c |
-----c |
-----c |
200m |
200m |
* |
7440-47-3 |
Chromium, total |
|
420e |
4,100b |
8,800e |
0.1m |
1.0m |
* |
16065-83-1 |
Chromium, ion, trivalent |
1,000,000b |
-----c |
|
-----c |
-----g |
-----g |
* |
18540-29-9 |
Chromium, ion, hexavalent |
|
420e |
4,100b |
8,800e |
----- |
----- |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
|||||||
Industrial- Commercial |
Construction Worker |
Values |
||||||
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/L) |
Class II (mg/L) |
7440-48-4 |
Cobalt |
120,000b |
-----c |
12,000b |
-----c |
1.0m |
1.0m |
* |
7440-50-8 |
Coppern |
82,000b |
-----c |
8,200b |
-----c |
0.65m |
0.65m |
* |
57-12-5 |
Cyanide (amenable) |
41,000b |
-----c |
4,100b |
-----c |
0.2q,m |
0.6q,m |
* |
7782-41-4 |
Fluoride |
120,000b |
-----c |
12,000b |
-----c |
4.0m |
4.0m |
* |
15438-31-0 |
Iron |
-----c |
-----c |
-----c |
-----c |
5.0m |
5.0m |
* |
7439-92-1 |
Lead |
400k |
-----c |
400k |
-----c |
0.0075m |
0.1m |
* |
7439-96-5 |
Manganese |
96,000b |
91,000b |
9,600b |
8,700b |
0.15m |
10.0m |
* |
7439-97-6 |
Mercuryl,n,s |
610b |
540,000b |
61b |
52,000b |
0.002m |
0.01m |
* |
7440-02-0 |
Nickell |
41,000b |
21,000e |
4,100b |
440,000e |
0.1m |
2.0m |
* |
14797-55-8 |
Nitrate as Np |
1,000,000b |
-----c |
330,000b |
-----c |
10.0q |
100q |
* |
7782-49-2 |
Seleniuml,n |
10,000b |
-----c |
1,000b |
-----c |
0.05m |
0.05m |
* |
Exposure Route-Specific Values for Soils |
Soil Component of the Groundwater Ingestion Exposure Route |
|||||||
Industrial- Commercial |
Construction Worker |
Values |
||||||
CAS No. |
Chemical Name |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Ingestion (mg/kg) |
Inhalation (mg/kg) |
Class I (mg/L) |
Class II (mg/L) |
7440-22-4 |
Silver |
10,000b |
-----c |
1,000b |
-----c |
0.05m |
----- |
* |
14808-79-8 |
Sulfate |
-----c |
-----c |
-----c |
-----c |
400m |
400m |
* |
7440-28-0 |
Thallium |
160b,u |
-----c |
160b,u |
-----c |
0.002m |
0.02m |
* |
7440-62-2 |
Vanadium |
14,000b |
-----c |
1,400b |
-----c |
0.049m |
0.1m |
* |
7440-66-6 |
Zincl |
610,000b |
-----c |
61,000b |
-----c |
5.0m |
10m |
* |
"*" indicates that the ADL is less than or equal to the specified remediation objective.
NA means Not Available; no PQL or EQL available in USEPA analytical methods.
Chemical Name and Soil Remediation Objective Notations (2nd, 5th thru 8th Columns)
a Soil remediation objectives based on human health criteria only. | |
b Calculated values correspond to a target hazard quotient of 1. | |
c No toxicity criteria available for this route of exposure. | |
d Soil saturation concentration (C[sat]) = the concentration at which the absorptive limits of the soil particles, the solubility limits of the available soil moisture, and saturation of soil pore air have been reached. Above the soil saturation concentration, the assumptions regarding vapor transport to air and/or dissolved phase transport to groundwater (for chemicals which are liquid at ambient soil temperatures) have been violated, and alternative modeling approaches are required. | |
e Calculated values correspond to a cancer risk level of 1 in 1,000,000. | |
f Level is at or below Contract Laboratory Program required quantitation limit for Regular Analytical Services (RAS). | |
g Chemical-specific properties are such that this route is not of concern at any soil contaminant concentration. | |
h | |
i Soil remediation objective for pH of 6.8. If soil pH is other than 6.8, refer to Appendix B, Tables C and D in this Part. | |
j Ingestion soil remediation objective adjusted by a factor of 0.5 to account for dermal route. | |
k A preliminary remediation goal of 400 mg/kg has been set for lead based on Revised Interim Soil Lead Guidance for CERCLA Sites and RCRA Corrective Action Facilities, OSWER Directive #9355.4-12. | |
l Potential for soil-plant-human exposure. | |
m The person conducting the remediation has the option to use: (1) TCLP or SPLP test results to compare with the remediation objectives listed in this Table; or (2) the total amount of contaminant in the soil sample results to compare with pH specific remediation objectives listed in Appendix B, Table C or D of this Part. (See Section 742.510.) If the person conducting the remediation wishes to calculate soil remediation objectives based on background concentrations, this should be done in accordance with Subpart D of this Part. | |
n The Agency reserves the right to evaluate the potential for remaining contaminant concentrations to pose significant threats to crops, livestock, or wildlife. | |
o For agrichemical facilities, remediation objectives for surficial soils which are based on field application rates may be more appropriate for currently registered pesticides. Consult the Agency for further information. | |
p For agrichemical facilities, soil remediation objectives based on site-specific background concentrations of Nitrate as N may be more appropriate. Such determinations shall be conducted in accordance with the | |
q The TCLP extraction must be done using water at a pH of 7.0. | |
r Value based on dietary Reference Dose. | |
s | |
t | |
u Value based on Reference Dose for thallium sulfate (CAS No. 7446-18-6). | |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______)
Section 742.APPENDIX B: Tier 1 Tables and Illustrations
Section 742.Table C: pH Specific Soil Remediation Objectives for Inorganics and Ionizing Organics for the Soil Component of the Groundwater Ingestion Route (Class I Groundwater)
Chemical (totals) (mg/kg) |
pH 4.5 to 4.74 |
pH 4.75 to 5.24 |
pH 5.25 to 5.74 |
pH 5.75 to 6.24 |
pH 6.25 to 6.64 |
pH 6.65 to 6.89 |
pH 6.9 to 7.24 |
pH 7.25 to 7.74 |
pH 7.75
to |
pH 8.25 to 8.74 |
pH 8.75 to 9.0 |
Inorganics |
|||||||||||
Antimony |
5 |
5 |
5 |
5 |
5 |
5 |
5 |
5 |
5 |
5 |
5 |
Arsenic |
25 |
26 |
27 |
28 |
29 |
29 |
29 |
30 |
31 |
32 |
33 |
Barium |
260 |
490 |
850 |
1,200 |
1,500 |
1,600 |
1,700 |
1,800 |
2,100 |
__a |
__a |
Beryllium |
1.1 |
2.1 |
3.4 |
6.6 |
22 |
63 |
140 |
1,000 |
8,000 |
__a |
__a |
Cadmium |
1.0 |
1.7 |
2.7 |
3.7 |
5.2 |
7.5 |
11 |
59 |
430 |
__a |
__a |
Chromium (+6) |
70 |
62 |
54 |
46 |
40 |
38 |
36 |
32 |
28 |
24 |
21 |
Copper |
330 |
580 |
2,100 |
11,000 |
59,000 |
130,000 |
200,000 |
330,000 |
330,000 |
__a |
__a |
Cyanide |
40 |
40 |
40 |
40 |
40 |
40 |
40 |
40 |
40 |
40 |
40 |
Mercury |
0.01 |
0.01` |
0.03 |
0.15 |
0.89 |
2.1 |
3.3 |
6.4 |
8.0 |
__a |
__a |
Nickel |
20 |
36 |
56 |
76 |
100 |
130 |
180 |
700 |
3,800 |
__a |
__a |
Selenium |
24 |
17 |
12 |
8.8 |
6.3 |
5.2 |
4.5 |
3.3 |
2.4 |
1.8 |
1.3 |
Silver |
0.24 |
0.33 |
0.62 |
1.5 |
4.4 |
8.5 |
13 |
39 |
110 |
__a |
__a |
Chemical (totals) (mg/kg) |
pH 4.5 to 4.74 |
pH 4.75 to 5.24 |
pH 5.25 to 5.74 |
pH 5.75 to 6.24 |
pH 6.25 to 6.64 |
pH 6.65 to 6.89 |
pH 6.9 to 7.24 |
pH 7.25 to 7.74 |
pH 7.75
to |
pH 8.25 to 8.74 |
pH 8.75 to 9.0 |
Thallium |
1.6 |
1.8 |
2.0 |
2.4 |
2.6 |
2.8 |
3.0 |
3.4 |
3.8 |
4.4 |
4.9 |
Vanadium |
980 |
980 |
980 |
980 |
980 |
980 |
980 |
980 |
980 |
980 |
980 |
Zinc |
1,000 |
1,800 |
2,600 |
3,600 |
5,100 |
6,200 |
7,500 |
16,000 |
53,000 |
__a |
__a |
Organics |
Benzoic Acid |
440 |
420 |
410 |
400 |
400 |
400 |
400 |
400 |
400 |
400 |
400 |
2-Chlorophenol |
4.0 |
4.0 |
4.0 |
4.0 |
3.9 |
3.9 |
3.9 |
3.6 |
3.1 |
2.2 |
1.5 |
2,4-Dichlorophenol |
1.0 |
1.0 |
1.0 |
1.0 |
1.0 |
1.0 |
1.0 |
0.86 |
0.69 |
0.56 |
0.48 |
Dinoseb |
8.4 |
4.5 |
1.9 |
0.82 |
0.43 |
0.34 |
0.31 |
0.27 |
0.25 |
0.25 |
0.25 |
Pentachlorophenol |
0.54 |
0.32 |
0.15 |
0.07 |
0.04 |
0.03 |
0.02 |
0.02 |
0.02 |
0.02 |
0.02 |
2,4,5-TP (Silvex) |
26 |
16 |
12 |
11 |
11 |
11 |
11 |
11 |
11 |
11 |
11 |
2,4,5-Trichlorophenol |
400 |
390 |
390 |
370 |
320 |
270 |
230 |
130 |
64 |
36 |
26 |
2,4,6-Trichlorophenol |
0.37 |
0.36 |
0.34 |
0.29 |
0.20 |
0.15 |
0.13 |
0.09 |
0.07 |
0.07 |
0.07 |
a No data available for this pH range.
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_________________)
Section 742.APPENDIX B
Section 742.Table D: pH Specific Soil Remediation Objectives for Inorganics and Ionizing Organics for the Soil Component of the Groundwater Ingestion Route (Class II Groundwater)
Chemical (totals) (mg/kg) |
pH 4.5 to 4.74 |
pH 4.75 to 5.24 |
pH 5.25 to 5.74 |
pH 5.75 to 6.24 |
pH 6.25 to 6.64 |
pH 6.65 to 6.89 |
pH 6.9 to 7.24 |
pH 7.25 to 7.74 |
pH 7.75
to |
pH 8.25 to 8.74 |
pH 8.75 to 9.0 |
Inorganics |
|||||||||||
Antimony |
20 |
20 |
20 |
20 |
20 |
20 |
20 |
20 |
20 |
20 |
20 |
Arsenic |
100 |
100 |
100 |
110 |
110 |
120 |
120 |
120 |
120 |
130 |
130 |
Barium |
260 |
490 |
850 |
1,200 |
1,500 |
1,600 |
1,700 |
1,800 |
2,100 |
__a |
__a |
Beryllium |
140 |
260 |
420 |
820 |
2,800 |
7,900 |
17,000 |
130,000 |
1,000,000 |
__a |
__a |
Cadmium |
10 |
17 |
27 |
37 |
52 |
75 |
110 |
590 |
4,300 |
__a |
__a |
Chromium (+6) |
No Data |
No Data |
No Data |
No Data |
No Data |
No Data |
No Data |
No Data |
No Data |
No Data |
No Data |
Copper |
330 |
580 |
2,100 |
11,000 |
59,000 |
130,000 |
200,000 |
330,000 |
330,000 |
__a |
__a |
Cyanide |
120 |
120 |
120 |
120 |
120 |
120 |
120 |
120 |
120 |
120 |
120 |
Mercury |
0.05 |
0.06 |
0.14 |
0.75 |
4.4 |
10 |
16 |
32 |
40 |
__a |
__a |
Nickel |
400 |
730 |
1,100 |
1,500 |
2,000 |
2,600 |
3,500 |
14,000 |
76,000 |
__a |
__a |
Selenium |
24 |
17 |
12 |
8.8 |
6.3 |
5.2 |
4.5 |
3.3 |
2.4 |
1.8 |
1.3 |
Thallium |
16 |
18 |
20 |
24 |
26 |
28 |
30 |
34 |
38 |
44 |
49 |
Zinc |
2,000 |
3,600 |
5,200 |
7,200 |
10,000 |
12,000 |
15,000 |
32,000 |
110,000 |
__a |
__a |
Chemical (totals) (mg/kg) |
pH 4.5 to 4.74 |
pH 4.75 to 5.24 |
pH 5.25 to 5.74 |
pH 5.75 to 6.24 |
pH 6.25 to 6.64 |
pH 6.65 to 6.89 |
pH 6.9 to 7.24 |
pH 7.25 to 7.74 |
pH 7.75
to |
pH 8.25 to 8.74 |
pH 8.75 to 9.0 |
Organics |
|||||||||||
Benzoic Acid |
440 |
420 |
410 |
400 |
400 |
400 |
400 |
400 |
400 |
400 |
400 |
2-Chlorophenol |
20 |
20 |
20 |
20 |
20 |
20 |
19 |
3.6 |
3.1 |
2.2 |
1.5 |
2,4-Dichlorophenol |
1.0 |
1.0 |
1.0 |
1.0 |
1.0 |
1.0 |
1.0 |
0.86 |
0.69 |
0.56 |
0.48 |
Dinoseb |
84 |
45 |
19 |
8.2 |
4.3 |
3.4 |
3.1 |
2.7 |
2.5 |
2.5 |
2.5 |
Pentachlorophenol |
2.7 |
1.6 |
0.75 |
0.33 |
0.18 |
0.15 |
0.12 |
0.11 |
0.10 |
0.10 |
0.10 |
2,4,5-TP (Silvex) |
130 |
79 |
62 |
57 |
55 |
55 |
55 |
55 |
55 |
55 |
55 |
2,4,5-Trichlorophenol |
2,000 |
2,000 |
1,900 |
1,800 |
1,600 |
1,400 |
1,200 |
640 |
64 |
36 |
26 |
2,4,6-Trichlorophenol |
1.9 |
1.8 |
1.7 |
1.4 |
1.0 |
0.77 |
0.13 |
0.09 |
0.07 |
0.07 |
0.07 |
a No data available for this pH range.
(Source: Amended in R00-19(B) at 24 Ill. Reg. _____, effective __________________)
Section 742.APPENDIX B: Tier 1 Tables and Illustrations
Section 742.TABLE E: Tier 1 Groundwater Remediation Objectives for the Groundwater Component of the Groundwater Ingestion Route
Groundwater Remediation Objective |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
83-32-9 |
Acenaphthene |
0.42 |
2.1 |
67-64-1 |
Acetone |
0.7 |
0.7 |
15972-60-8 |
Alachlor |
0.002c |
0.01c |
116-06-3 |
Aldicarb |
0.003c |
0.015c |
309-00-2 |
Aldrin |
|
|
120-12-7 |
Anthracene |
2.1 |
10.5 |
1912-24-9 |
Atrazine |
0.003c |
0.015c |
71-43-2 |
Benzene |
0.005c |
0.025c |
56-55-3 |
Benzo(a)anthracene |
0.00013a |
0.00065 |
205-99-2 |
Benzo(b)fluoranthene |
0.00018a |
0.0009 |
207-08-9 |
Benzo(k)fluroanthene |
0.00017a |
0.00085 |
50-32-8 |
Benzo(a)pyrene |
0.0002a,c |
0.002c |
111-44-4 |
Bis(2-chloroethyl)ether |
0.01a |
0.01 |
117-81-7 |
Bis(2-ethylhexyl)phthalate |
0.006a,c |
0.06c |
75-27-4 |
Bromodichloromethane (Dichlorobromomethane) |
|
|
75-25-2 |
Bromoform |
|
|
71-36-3 |
Butanol |
0.7 |
0.7 |
85-68-7 |
Butyl benzyl phthalate |
1.4 |
7.0 |
86-74-8 |
Carbazole |
--- |
--- |
1563-66-2 |
Carbofuran |
0.04c |
0.2c |
75-15-0 |
Carbon disulfide |
0.7 |
3.5 |
56-23-5 |
Carbon tetrachloride |
0.005c |
0.025c |
57-74-9 |
Chlordane |
0.002c |
0.01c |
Groundwater Remediation Objective |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
108-90-7 |
Chlorobenzene (Monochlorobenzene) |
0.1c |
0.5c |
124-48-1 |
Chlorodibromomethane (Dibromochloromethane) |
0.14 |
0.14 |
67-66-3 |
Chloroform |
|
|
218-01-9 |
Chrysene |
0.0015a |
0.0075 |
94-75-7 |
2,4-D |
0.07c |
0.35c |
75-99-0 |
Dalapon |
0.2c |
2.0c |
72-54-8 |
DDD |
|
|
72-55-9 |
DDE |
|
|
50-29-3 |
DDT |
|
|
53-70-3 |
Dibenzo(a,h)anthracene |
0.0003a |
0.0015 |
96-12-8 |
1,2-Dibromo-3-chloropropane |
0.0002c |
0.0002c |
106-93-4 |
1,2-Dibromoethane (Ethylene dibromide) |
0.00005a,c |
0.0005c |
84-74-2 |
Di-n-butyl phthalate |
0.7 |
3.5 |
95-50-1 |
1,2-Dichlorobenzene (o - Dichlorobenzene) |
0.6c |
1.5c |
106-46-7 |
1,4-Dichlorobenzene (p - Dichlorobenzene) |
0.075c |
0.375c |
91-94-1 |
3,3'-Dichlorobenzidine |
0.02a |
0.1 |
75-34-3 |
1,1-Dichloroethane |
0.7 |
3.5 |
107-06-2 |
1,2-Dichloroethane (Ethylene dichloride) |
0.005c |
0.025c |
75-35-4 |
1,1-Dichloroethyleneb |
0.007c |
0.035c |
156-59-2 |
cis-1,2-Dichloroethylene |
0.07c |
0.2c |
156-60-5 |
trans-1,2-Dichloroethylene |
0.1c |
0.5c |
78-87-5 |
1,2-Dichloropropane |
0.005c |
0.025c |
542-75-6 |
1,3-Dichloropropene (1,3-Dichloropropylene, cis + trans) |
0.001a |
0.005 |
Groundwater Remediation Objective |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
60-57-1 |
Dieldrin |
|
|
84-66-2 |
Diethyl phthalate |
5.6 |
5.6 |
121-14-2 |
2,4-Dinitrotoluene |
0.00002a |
0.00002 |
606-20-2 |
2,6-Dinitrotoluene |
|
|
88-85-7 |
Dinoseb |
0.007c |
0.07c |
117-84-0 |
Di-n-octyl phthalate |
0.14 |
0.7 |
115-29-7 |
Endosulfan |
0.042 |
0.21 |
145-73-3 |
Endothall |
0.1c |
0.1c |
72-20-8 |
Endrin |
0.002c |
0.01c |
100-41-4 |
Ethylbenzene |
0.7c |
1.0c |
206-44-0 |
Fluoranthene |
0.28 |
1.4 |
86-73-7 |
Fluorene |
0.28 |
1.4 |
76-44-8 |
Heptachlor |
0.0004c |
0.002c |
1024-57-3 |
Heptachlor epoxide |
0.0002c |
0.001c |
118-74-1 |
Hexachlorobenzene |
0.00006a |
0.0003 |
319-84-6 |
alpha-HCH (alpha-BHC) |
|
|
58-89-9 |
gamma-HCH (Lindane) |
0.0002c |
0.001c |
77-47-4 |
Hexachlorocyclopentadiene |
0.05c |
0.5c |
67-72-1 |
Hexachloroethane |
0.007 |
0.035 |
193-39-5 |
Indeno(1,2,3-c,d)pyrene |
0.00043a |
0.00215 |
78-59-1 |
Isophorone |
1.4 |
1.4 |
72-43-5 |
Methoxychlor |
0.04c |
0.2c |
74-83-9 |
Methyl bromide (Bromomethane) |
0.0098 |
0.049 |
1634-04-4 |
Methyl tert-butyl ether |
0.07 |
0.07 |
75-09-2 |
Methylene chloride (Dichloromethane) |
0.005c |
0.05c |
91-20-3 |
Naphthalene |
|
|
98-95-3 |
Nitrobenzene |
0.0035 |
0.0035 |
Groundwater Remediation Objective |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
86-30-6 |
N-Nitrosodiphenylamine |
|
|
621-64-7 |
N-Nitrosodi-n-propylamine |
|
|
87-86-5 |
Pentachlorophenol |
0.001a,c |
0.005c |
108-95-2 |
Phenol |
0.1c |
0.1c |
1918-02-1 |
Picloram |
0.5c |
5.0c |
1336-36-3 |
Polychlorinated biphenyls (PCBs) |
0.0005c |
0.0025c |
129-00-0 |
Pyrene |
0.21 |
1.05 |
122-34-9 |
Simazine |
0.004c |
0.04c |
100-42-5 |
Styrene |
0.1c |
0.5c |
93-72-1 |
2,4,5-TP (Silvex) |
0.05c |
0.25c |
127-18-4 |
Tetrachloroethylene (Perchloroethylene) |
0.005c |
0.025c |
108-88-3 |
Toluene |
1.0c |
2.5c |
8001-35-2 |
Toxaphene |
0.003c |
0.015c |
120-82-1 |
1,2,4-Trichlorobenzene |
0.07c |
0.7c |
71-55-6 |
1,1,1-Trichloroethane |
0.2c |
1.0c |
79-00-5 |
1,1,2-Trichloroethane |
0.005c |
0.05c |
79-01-6 |
Trichloroethylene |
0.005c |
0.025c |
108-05-4 |
Vinyl acetate |
7.0 |
7.0 |
75-01-4 |
Vinyl chloride |
0.002c |
0.01c |
1330-20-7 |
Xylenes (total) |
10.0c |
10.0c |
Ionizable Organics |
|||
65-85-0 |
Benzoic Acid |
28 |
28 |
106-47-8 |
4-Chloroaniline (p-Chloroaniline) |
0.028 |
0.028 |
95-57-8 |
2-Chlorophenol |
0.035 |
0.175 |
120-83-2 |
2,4-Dichlorophenol |
0.021 |
0.021 |
105-67-9 |
2,4-Dimethylphenol |
0.14 |
0.14 |
51-28-5 |
2,4-Dinitrophenol |
0.014 |
0.014 |
95-48-7 |
2-Methylphenol (o - Cresol) |
0.35 |
0.35 |
Groundwater Remediation Objective |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
95-95-4 |
2,4,5-Trichlorophenol |
0.7 |
3.5 |
88-06-2 |
2,4,6 Trichlorophenol |
|
|
Inorganics |
|||
7440-36-0 |
Antimony |
0.006c |
0.024c |
7440-38-2 |
Arsenic |
0.05c |
0.2c |
7440-39-3 |
Barium |
2.0c |
2.0c |
7440-41-7 |
Beryllium |
0.004c |
0.5c |
7440-42-8 |
Boron |
2.0c |
2.0c |
7440-43-9 |
Cadmium |
0.005c |
0.05c |
16887-00-6 |
Chloride |
200c |
200c |
7440-47-3 |
Chromium, total |
0.1c |
1.0c |
18540-29-9 |
Chromium, ion, hexavalent |
--- |
--- |
7440-48-4 |
Cobalt |
1.0c |
1.0c |
7440-50-8 |
Copper |
0.65c |
0.65c |
57-12-5 |
Cyanide |
0.2c |
0.6c |
7782-41-4 |
Fluoride |
4.0c |
4.0c |
15438-31-0 |
Iron |
5.0c |
5.0c |
7439-92-1 |
Lead |
0.0075c |
0.1c |
7439-96-5 |
Manganese |
0.15c |
10.0c |
7439-97-6 |
Mercury |
0.002c |
0.01c |
7440-02-0 |
Nickel |
0.1c |
2.0c |
14797-55-8 |
Nitrate as N |
10.0c |
100c |
7782-49-2 |
Selenium |
0.05c |
0.05c |
7440-22-4 |
Silver |
0.05c |
--- |
14808-79-8 |
Sulfate |
400c |
400c |
Groundwater Remediation Objective |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
7440-28-0 |
Thallium |
0.002c |
0.02c |
7440-62-2 |
Vanadium |
0.049 |
--- |
7440-66-6 |
Zinc |
5.0c |
10c |
Chemical Name and Groundwater Remediation Objective Notations
a | |
b Oral Reference Dose and/or Reference Concentration under review by USEPA. Listed values subject to change. | |
c Value listed is also the Groundwater Quality Standard for this chemical pursuant to 35 Ill. Adm. Code 620.410 for Class I Groundwater or 35 Ill. Adm. Code 620.420 for Class II Groundwater. | |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______)
Section 742.APPENDIX B: Tier 1 Tables and Illustrations
Section 742.TABLE F: Values Used to Calculate the Tier 1 Soil Remediation Objectives for the Soil Component of the Groundwater Ingestion Route
GWobj Concentration used to Calculate Tier 1 Soil Remediation Objectivesa |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
83-32-9 |
Acenaphthene |
2.0b |
10 |
67-64-1 |
Acetone |
4.0b |
4.0 |
15972-60-8 |
Alachlor |
0.002c |
0.01c |
116-06-3 |
Aldicarb |
0.003c |
0.015c |
309-00-2 |
Aldrin |
5.0E-6b |
2.5E-5 |
120-12-7 |
Anthracene |
10b |
50 |
1912-24-9 |
Atrazine |
0.003c |
0.015c |
71-43-2 |
Benzene |
0.005c |
0.025c |
56-55-3 |
Benzo(a)anthracene |
0.0001b |
0.0005 |
205-99-2 |
Benzo(b)fluoranthene |
0.0001b |
0.0005 |
207-08-9 |
Benzo(k)fluroanthene |
0.001b |
0.005 |
50-32-8 |
Benzo(a)pyrene |
0.0002a,c |
0.002c |
111-44-4 |
Bis(2-chloroethyl)ether |
8.0E-5b |
8.0E-5 |
117-81-7 |
Bis(2-ethylhexyl)phthalate |
0.006a,c |
0.06c |
75-27-4 |
Bromodichloromethane (Dichlorobromomethane) |
0.1b |
0.1 |
75-25-2 |
Bromoform |
0.1b |
0.01 |
71-36-3 |
Butanol |
4.0b |
4.0 |
85-68-7 |
Butyl benzyl phthalate |
7.0b |
35 |
86-74-8 |
Carbazole |
0.004b |
0.02 |
1563-66-2 |
Carbofuran |
0.04c |
0.2c |
75-15-0 |
Carbon disulfide |
4.0b |
20 |
56-23-5 |
Carbon tetrachloride |
0.005c |
0.025c |
57-74-9 |
Chlordane |
0.002c |
0.01c |
GWobj Concentration used to Calculate Tier 1 Soil Remediation Objectivesa |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
108-90-7 |
Chlorobenzene (Monochlorobenzene) |
0.1c |
0.5c |
124-48-1 |
Chlorodibromomethane (Dibromochloromethane) |
0.06b |
0.06 |
67-66-3 |
Chloroform |
0.1b |
0.5 |
218-01-9 |
Chrysene |
0.1b |
0.05 |
94-75-7 |
2,4-D |
0.07c |
0.35c |
75-99-0 |
Dalapon |
0.2c |
2.0c |
72-54-8 |
DDD |
0.0004b |
0.002 |
72-55-9 |
DDE |
0.0003b |
0.0015 |
50-29-3 |
DDT |
0.0003b |
0.0015 |
53-70-3 |
Dibenzo(a,h)anthracene |
1.0E-5b |
5.0E-5 |
96-12-8 |
1,2-Dibromo-3-chloropropane |
0.0002c |
0.0002c |
106-93-4 |
1,2-Dibromoethane (Ethylene dibromide) |
0.00005a,c |
0.0005c |
84-74-2 |
Di-n-butyl phthalate |
4.0b |
20 |
95-50-1 |
1,2-Dichlorobenzene (o - Dichlorobenzene) |
0.6c |
1.5c |
106-46-7 |
1,4-Dichlorobenzene (p - Dichlorobenzene) |
0.075c |
0.375c |
91-94-1 |
3,3'-Dichlorobenzidine |
0.0002b |
0.001 |
75-34-3 |
1,1-Dichloroethane |
4.0b |
20 |
107-06-2 |
1,2-Dichloroethane (Ethylene dichloride) |
0.005c |
0.025c |
75-35-4 |
1,1-Dichloroethylene |
0.007c |
0.035c |
156-59-2 |
cis-1,2-Dichloroethylene |
0.07c |
0.2c |
156-60-5 |
trans-1,2-Dichloroethylene |
0.1c |
0.5c |
78-97-5 |
1,2-Dichloropropane |
0.005c |
0.025c |
542-75-6 |
1,3-Dichloropropene (1,3-Dichloropropylene, cis + trans) |
0.0005b |
0.0025 |
GWobj Concentration used to Calculate Tier 1 Soil Remediation Objectivesa |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
60-57-1 |
Dieldrin |
5.0E-6b |
2.5E-5 |
84-66-2 |
Diethyl phthalate |
30b |
30 |
121-14-2 |
2,4-Dinitrotoluene |
0.0001b |
0.0001 |
606-20-2 |
2,6-Dinitrotoluene |
0.0001 |
0.0001 |
88-85-7 |
Dinoseb |
0.007c |
0.07c |
117-84-0 |
Di-n-octyl phthalate |
0.7b |
3.5 |
115-29-7 |
Endosulfan |
0.2b |
1.0 |
145-73-3 |
Endothall |
0.1c |
0.1c |
72-20-8 |
Endrin |
0.002c |
0.01c |
100-41-4 |
Ethylbenzene |
0.7c |
1.0c |
206-44-0 |
Fluoranthene |
1.0b |
5.0 |
86-73-7 |
Fluorene |
1.0b |
5.0 |
76-44-8 |
Heptachlor |
0.0004c |
0.002c |
1024-57-3 |
Heptachlor epoxide |
0.0002c |
0.001c |
118-74-1 |
Hexachlorobenzene |
0.001b |
0.005 |
319-84-6 |
alpha-HCH (alpha-BHC) |
1.0E-5b |
5.0E-5 |
58-89-9 |
gamma-HCH (Lindane) |
0.0002c |
0.001c |
77-47-4 |
Hexachlorocyclopentadiene |
0.05c |
0.5c |
67-72-1 |
Hexachloroethane |
0.007 |
0.035 |
193-39-5 |
Indeno(1,2,3-c,d)pyrene |
0.0001b |
0.0005 |
78-59-1 |
Isophorone |
1.4 |
1.4 |
72-43-5 |
Methoxychlor |
0.04c |
0.2c |
74-83-9 |
Methyl bromide (Bromomethane) |
0.05b |
0.25 |
1634-04-4 |
Methyl tert-butyl ether |
0.07 |
0.07 |
75-09-2 |
Methylene chloride (Dichloromethane) |
0.005c |
0.05c |
91-20-3 |
Naphthalene |
|
|
98-95-3 |
Nitrobenzene |
0.02b |
0.02 |
GWobj Concentration used to Calculate Tier 1 Soil Remediation Objectivesa |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
1918-02-1 |
Picloram |
0.5c |
5.0c |
1336-36-3 |
Polychlorinated biphenyls (PCBs) |
--- |
--- |
129-00-0 |
Pyrene |
1.0b |
5.0 |
122-34-9 |
Simazine |
0.004c |
0.04c |
100-42-5 |
Styrene |
0.1c |
0.5c |
93-72-1 |
2,4,5-TP (Silvex) |
0.05c |
0.25c |
127-18-4 |
Tetrachloroethylene (Perchloroethylene) |
0.005c |
0.025c |
108-88-3 |
Toluene |
1.0c |
2.5c |
8001-35-2 |
Toxaphene |
0.003c |
0.015c |
120-82-1 |
1,2,4-Trichlorobenzene |
0.07c |
0.7c |
71-55-6 |
1,1,1-Trichloroethane2 |
0.2c |
1.0c |
79-00-5 |
1,1,2-Trichloroethane |
0.005c |
0.05c |
79-01-6 |
Trichloroethylene |
0.005c |
0.025c |
108-05-4 |
Vinyl acetate |
40b |
40 |
75-01-4 |
Vinyl chloride |
0.002c |
0.01c |
1330-20-7 |
Xylenes (total) |
10.0c |
10.0c |
Ionizable Organics |
|||
65-85-0 |
Benzoic Acid |
100b |
100 |
106-47-8 |
4-Chloroaniline (p-Chloroaniline) |
0.1b |
0.1 |
95-57-8 |
2-Chlorophenol |
0.2b |
1.0 |
120-83-2 |
2,4-Dichlorophenol |
0.1b |
0.1 |
105-67-9 |
2,4-Dimethylphenol |
0.7b |
0.7 |
51-28-5 |
2,4-Dinitrophenol |
0.04b |
0.04 |
95-48-7 |
2-Methylphenol (o - Cresol) |
2.0b |
2.0 |
86-30-6 |
N-Nitrosodiphenylamine |
0.02b |
0.1 |
GWobj Concentration used to Calculate Tier 1 Soil Remediation Objectivesa |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
621-64-7 |
N-Nitrosodi-n-propylamine |
1.0E-5b |
1.0E-5 |
87-86-5 |
Pentachlorophenol |
0.001a,c |
0.005c |
108-95-2 |
Phenol |
0.1c |
0.1c |
95-95-4 |
2,4,5-Trichlorophenol |
4.0b |
20 |
88-06-2 |
2,4,6-Trichlorophenol |
0.008b |
0.04 |
Inorganics |
|||
7440-36-0 |
Antimony |
0.006c |
0.024c |
7440-38-2 |
Arsenic |
0.05c |
0.2c |
7440-39-3 |
Barium |
2.0c |
2.0c |
7440-41-7 |
Beryllium |
0.004c |
0.5c |
7440-42-8 |
Boron |
2.0c |
2.0c |
7440-43-9 |
Cadmium |
0.005c |
0.05c |
16887-00-6 |
Chloride |
200c |
200c |
7440-47-3 |
Chromium, total |
0.1c |
1.0c |
18540-29-9 |
Chromium, ion, hexavalent |
--- |
--- |
7440-48-4 |
Cobalt |
1.0c |
1.0c |
7440-50-8 |
Copper |
0.65c |
0.65c |
57-12-5 |
Cyanide |
0.2c |
0.6c |
7782-41-4 |
Fluoride |
4.0c |
4.0c |
15438-31-0 |
Iron |
5.0c |
5.0c |
7439-92-1 |
Lead |
0.0075c |
0.1c |
7439-96-5 |
Manganese |
0.15c |
10.0c |
7439-97-6 |
Mercury |
0.002c |
0.01c |
7440-02-0 |
Nickel |
0.1c |
2.0c |
14797-55-8 |
Nitrate as N |
10.0c |
100c |
7782-49-2 |
Selenium |
0.05c |
0.05c |
7440-22-4 |
Silver |
0.05c |
--- |
14808-79-8 |
Sulfate |
400c |
400c |
GWobj Concentration used to Calculate Tier 1 Soil Remediation Objectivesa |
CAS No. |
Chemical Name |
Class I (mg/L) |
Class II (mg/L) |
7440-28-0 |
Thallium |
0.002c |
0.02c |
7440-62-2 |
Vanadium |
0.049 |
--- |
7440-66-6 |
Zinc |
5.0c |
10c |
Chemical Name and Groundwater Remediation Objective Notations
a The Equation S17 is used to calculate the Soil Remediation Objective for the Soil Component of the Groundwater Ingestion Route; this equation requires calculation of the Target Soil Leachate Concentration (Cw) from Equation S18: Cw = DF x GWobj. | |
b Value listed is the Water Health Based Limit (HBL) for this chemical from Soil Screening Guidance: User’s Guide, incorporated by reference at Section 742.210 | |
c Value listed is also the Groundwater Quality Standard for this chemical pursuant to 35 Ill. Adm. Code 620.410 for Class I Groundwater or 35 Ill. Adm. Code 620.420 for Class II Groundwater. | |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______)
Section 742.APPENDIX C: Tier 2 Tables and Illustrations
Section 742.Table A: SSL Equations
Equations for Soil Ingestion Exposure Route |
Remediation Objectives for Noncarcinogenic Contaminants (mg/kg) |
|
S1 |
Remediation Objectives for Carcinogenic Contaminants - Residential (mg/kg) |
|
S2 |
|
Remediation Objectives for Carcinogenic Contaminants - Industrial/ Commercial, Construction Worker (mg/kg) |
|
S3 |
|
Equations for Inhalation Exposure Route (
|
Remediation Objectives for Noncarcinogenic Contaminants - Residential, Industrial/Commercial (mg/kg) |
|
S4 |
Remediation Objectives for Noncarcinogenic Contaminants - Construction Worker (mg/kg) |
|
S5 |
|
Remediation Objectives for Carcinogenic Contaminants - Residential, Industrial/ Commercial (mg/kg) |
|
S6 |
Remediation Objectives for Carcinogenic Contaminants - Construction Worker (mg/kg)
|
|
S7 |
|
Equation for Derivation of the Volatilization Factor - Residential, Industrial/ Commercial, VF (m3/kg) |
|
S8 |
|
Equation for Derivation of the Volatilization Factor - Construction Worker, VF ¢ (m3/kg) |
|
S9 |
|
Equation for Derivation of Apparent Diffusivity, DA (cm2/s) |
|
S10 |
Equations for Inhalation Exposure Route (Fugitive Dusts) |
Remediation Objectives for Noncarcinogenic Contaminants - Residential, Industrial/Commercial (mg/kg) |
|
S11 |
Remediation Objectives for Noncarcinogenic Contaminants - Construction Worker (mg/kg) |
|
S12
|
|
Remediation Objectives for Carcinogenic Contaminants - Residential, Industrial/ Commercial (mg/kg) |
|
S13
|
|
Remediation Objectives for Carcinogenic Contaminants - Construction Worker (mg/kg) |
|
S14
|
|
Equation for Derivation of Particulate Emission Factor, PEF (m3/kg) |
|
S15 |
Equation for Derivation of Particulate Emission Factor, PEF ¢ - Construction Worker (m3/kg) |
NOTE: PEF must be the industrial/commercial value |
S16
|
|
Equations for the Soil Component of the Groundwater Ingestion Exposure Route |
Remediation Objective (mg/kg) |
NOTE: This equation can only be used to model contaminant migration not in the water bearing unit. |
S17 |
Target Soil Leachate Concentration, Cw (mg/L) |
|
S18 |
|
Soil-Water Partition Coefficient, Kd (cm3/g) |
|
S19 |
|
Water-Filled Soil Porosity, q w (Lwater/Lsoil) |
|
S20 |
|
Air-Filled Soil Porosity, q a (Lair/Lsoil) |
|
S21 |
|
Dilution Factor, DF (unitless) |
|
S22 |
Groundwater Remediation Objective for Carcinogenic Contaminants, GWobj (mg/L) |
|
S23 |
|
Total Soil Porosity, h (Lpore/Lsoil) |
|
S24 |
|
Equation for Estimation of Mixing Zone Depth, d (m) |
|
S25 |
|
Mass-Limit Equations for Inhalation Exposure Route and Soil Component of the Groundwater Ingestion Exposure Route |
Mass-Limit Volatilization Factor for the Inhalation Exposure Route - Residential, Industrial/ Commercial, VF (m3/kg) |
NOTE: This equation may be used when |
S26 |
Mass-Limit Volatilization Factor for Inhalation Exposure Route - Construction Worker, VF ¢ - (m3/kg) |
|
S27 |
Mass-Limit Remediation Objective for Soil Component of the Groundwater Ingestion Exposure Route (mg/kg)
|
NOTE: This equation may be used when |
S28 | |
Equation for Derivation of the Soil Saturation Limit, Csat
|
|
S29 |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______)
Section 742.APPENDIX C: Tier 2 Tables and Illustrations
Section 742.Table B: SSL Parameters
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
AT |
Averaging Time for Noncarcinogens in Ingestion Equation |
yr |
Residential = 6 Industrial/Commercial = 25 Construction Worker = 0.115 |
|
AT |
Averaging Time for Noncarcinogens in Inhalation Equation |
yr |
Residential = 30 Industrial/Commercial = 25 Construction Worker = 0.115 |
|
ATc |
Averaging Time for Carcinogens |
yr |
SSL |
70 |
BW |
Body Weight |
kg |
Residential = 15, noncarcinogens 70, carcinogens Industrial/Commercial = 70 Construction Worker = 70 |
|
Csat |
Soil Saturation Concentration |
mg/kg |
Appendix A, Table A or Equation S29 in Appendix C, Table A |
Chemical-Specific or Calculated Value |
Cw |
Target Soil Leachate Concentration |
mg/L |
Equation S18 in Appendix C, Table A |
Groundwater Standard, Health Advisory concentration, or Calculated Value |
d |
Mixing Zone Depth |
m |
SSL or Equation S25 in Appendix C, Table A |
2 m or Calculated Value |
da |
Aquifer Thickness |
m |
Field Measurement |
Site-Specific |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
ds |
Depth of Source (Vertical thickness of contamination) |
m |
Field Measurement or Estimation |
Site-Specific |
DA |
Apparent Diffusivity |
cm2/s |
Equation S10 in Appendix C, Table A |
Calculated Value |
Di |
Diffusivity in Air |
cm2/s |
Appendix C, Table E |
Chemical-Specific |
Dw |
Diffusivity in Water |
cm2/s |
Appendix C, Table E |
Chemical-Specific |
DF |
Dilution Factor |
unitless |
Equation S22 in Appendix C, Table A |
20 or Calculated Value |
ED |
Exposure Duration for Ingestion of Carcinogens |
yr |
Industrial/Commercial = 25 Construction Worker = 1 |
|
ED |
Exposure Duration for Inhalation of Carcinogens |
yr |
Residential = 30 Industrial/Commercial = 25 Construction Worker = 1 |
|
ED |
Exposure Duration for Ingestion of Noncarcinogens |
yr |
Residential = 6 Industrial/Commercial = 25 Construction Worker = 1 |
|
ED |
Exposure Duration for Inhalation of Noncarcinogens |
yr |
Residential = 30 Industrial/Commercial = 25 Construction Worker = 1 |
|
ED |
Exposure Duration for the Direct Ingestion of Groundwater |
yr |
Residential = 30 Industrial/Commercial = 25 Construction Worker = 1 |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
EDM-L |
Exposure Duration for Migration to Groundwater Mass-Limit Equation S28 |
yr |
SSL |
70 |
EF |
Exposure Frequency |
d/yr |
Residential = 350 Industrial/Commercial = 250 Construction Worker = 30 |
|
F(x) |
Function dependent on Um/Ut |
unitless |
SSL |
0.194 |
foc |
Organic Carbon Content of Soil |
g/g |
SSL or Field Measurement (See Appendix C, Table F) |
Surface Soil = 0.006 Subsurface soil = 0.002, or
Site-Specific |
GWobj |
Groundwater Remediation Remediation Objective |
mg/L |
Appendix B, Table E, 35 IAC 620.Subpart F, or Equation S23 in Appendix C, Table A |
Chemical-Specific or Calculated |
H' |
Henry's Law Constant |
unitless |
Appendix C, Table E |
Chemical-Specific |
i |
Hydraulic Gradient |
m/m |
Field Measurement (See Appendix C, Table F) |
Site-Specific |
I |
Infiltration Rate |
m/yr |
SSL |
0.3 |
IM-L |
Infiltration Rate for Migration to Groundwater Mass-Limit Equation S28 |
m/yr |
SSL |
0.18 |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
IFsoil-adj (residential) |
Age Adjusted Soil Ingestion Factor for Carcinogens |
(mg-yr)/(kg-d) |
SSL |
114 |
IRsoil |
Soil Ingestion Rate |
mg/d |
Residential = 200 Industrial/Commercial = 50 Construction Worker = 480 |
|
IRW |
Daily Water Ingestion Rate |
L/d |
Residential = 2 Industrial/Commercial = 1 |
|
K |
Aquifer Hydraulic Conductivity |
m/yr |
Field Measurement (See Appendix C, Table F) |
Site-Specific |
Kd (Non-ionizing organics) |
Soil-Water Partition Coefficient |
cm3/g or L/kg |
Equation S19 in Appendix C, Table A |
Calculated Value |
Kd (Ionizing organics) |
Soil-Water Partition Coefficient |
cm3/g or L/kg |
Equation S19 in Appendix C, Table A |
Chemical and pH-Specific (see Appendix C, Table I) |
Kd (Inorganics) |
Soil-Water Partition Coefficient |
cm3/g or L/kg |
Appendix C, Table J |
Chemical and pH-Specific |
Koc |
Organic Carbon Partition Coefficient |
cm3/g or L/kg |
Appendix C, Table E or Appendix C, Table I |
Chemical-Specific |
Ks |
Saturated Hydraulic Conductivity |
m/yr |
Appendix C, Table K Appendix C, Illustration C |
Site-Specific |
L |
Source Length Parallel to Groundwater Flow |
m |
Field Measurement |
Site-Specific |
PEF |
Particulate Emission Factor |
m3/kg |
SSL or Equation S15 in Appendix C, Table A |
Residential = 1.32 · 109 or Site-Specific Industrial/Commercial = 1.24 · 109 or Site-Specific |
PEF ¢ |
Particulate Emission Factor adjusted for Agitation (construction worker) |
m3/kg |
Equation S16 in Appendix C, Table A using PEF (industrial/commercial) |
1.24 · 108 or Site-Specific |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
Q/C (used in VF equations) |
Inverse of the mean concentration at the center of a square source |
(g/m2-s)/(kg/m3) |
Appendix C, Table H |
Residential = 68.81 Industrial/Commercial = 85.81 Construction Worker = 85.81
|
Q/C (used in PEF equations) |
Inverse of the mean concentration at the center of a square source |
(g/m2-s)/(kg/m3) |
SSL or Appendix C, Table H |
Residential = 90.80 Industrial/Commercial = 85.81 Construction Worker = 85.81 |
RfC |
Inhalation Reference Concentration |
mg/m3 |
IEPA (IRIS/HEASTa) |
Toxicological-Specific (Note: for Construction Workers use subchronic reference concentrations) |
RfDo |
Oral Reference Dose |
mg/(kg-d) |
IEPA (IRIS/HEASTa) |
Toxicological-Specific (Note: for Construction Worker use subchronic reference doses) |
S |
Solubility in Water |
mg/L |
Appendix C, Table E |
Chemical-Specific |
SFo |
Oral Slope Factor |
(mg/kg-d)-1 |
IEPA (IRIS/HEASTa) |
Toxicological-Specific |
T |
Exposure Interval |
s |
Residential = 9.5 · 108 Industrial/Commercial = 7.9 · 108 Construction Worker = 3.6 · 106 |
|
TM-L |
Exposure Interval for Mass-Limit Volatilization Factor Equation S26 |
yr |
SSL |
30 |
THQ |
Target Hazard Quotient |
unitless |
SSL |
1 |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
TR |
Target Cancer Risk |
unitless |
Residential = 10-6 at the point of human exposure Industrial/Commercial = 10-6 at the point of human exposure Construction Worker = 10-6 at the point of human exposure |
|
Um |
Mean Annual Windspeed |
m/s |
SSL |
4.69 |
URF |
Inhalation Unit Risk Factor |
(ug/m3)-1 |
IEPA (IRIS/HEASTa) |
Toxicological-Specific |
Ut |
Equivalent Threshold Value of Windspeed at 7 m |
m/s |
SSL |
11.32 |
V |
Fraction of Vegetative Cover |
unitless |
SSL or Field Measurement |
0.5 or Site-Specific |
VF |
Volatilization Factor |
m3/kg |
Equation S8 in Appendix C, Table A |
Calculated Value |
VF ¢ |
Volatilization Factor adjusted for Agitation |
m3/kg |
Equation S9 in Appendix C, Table A |
Calculated Value |
VFM-L |
Mass-Limit Volatilization Factor |
m3/kg |
Equation S26 in Appendix C, Table A |
Calculated Value |
VF ¢ M-L |
Mass-Limit Volatilization Factor adjusted for Agitation |
m3/kg |
Equation S27 in Appendix C, Table A |
Calculated Value |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
h |
Total Soil Porosity |
Lpore/Lsoil |
SSL or Equation S24 in Appendix C, Table A |
0.43, or
Gravel = 0.25 Sand = 0.32 Silt = 0.40 Clay = 0.36, or
Calculated Value |
q a |
Air-Filled Soil Porosity |
Lair/Lsoil |
SSL or Equation S21 in Appendix C, Table A |
Surface Soil (top 1 meter) = 0.28 Subsurface Soil (below 1 meter) = 0.13, or
Gravel = 0.05 Sand = 0.14 Silt - 0.24 Clay = 0.19, or
Calculated Value |
q w |
Water-Filled Soil Porosity |
Lwater/Lsoil |
SSL or Equation S20 in Appendix C, Table A |
Surface Soil (top 1 meter) = 0.15 Subsurface Soil (below 1 meter) = 0.30, or
Gravel = 0.20 Sand = 0.18 Silt = 0.16 Clay = 0.17, or
Calculated Value |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
r b |
Dry Soil Bulk Density |
kg/L or g/cm3 |
SSL or Field Measurement (See Appendix C, Table F) |
1.5, or Gravel = 2.0 Sand = 1.8 Silt = 1.6 Clay = 1.7, or Site-Specific |
r s |
Soil Particle Density |
g/cm3 |
SSL or Field Measurement (See Appendix C, Table F) |
2.65, or Site-Specific |
r w |
Water Density |
g/cm3 |
SSL |
1 |
1/(2b+3) |
Exponential in Equation S20 |
unitless |
Appendix C, Table K Appendix C, Illustration C |
Site-Specific |
a HEAST = Health Effects Assessment Summary Tables. USEPA, Office of Solid Waste and Emergency Response. EPA/SQO/R-95/036. Updated Quarterly. | |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______)
Section 742.Appendix C: Tier 2 Tables and Illustrations
Section 742.Table C: RBCA Equations
Equations for the combined exposures routes of soil ingestion inhalation of vapors and particulates, and |
Remediation Objectives for Carcinogenic Contaminants (mg/kg) |
|
R1 |
dermal contact with soil |
Remediation Objectives for Non-carcinogenic Contaminants (mg/kg) |
|
R2 |
Volatilization Factor for Surficial Soils, VFss (kg/m3)
Whichever is less between R3 and R4 |
|
R3 |
|
|
R4 |
Volatilization Factor for Surficial Soils Regarding Particulates, VFp (kg/m3) |
|
R5 |
|
Effective Diffusion Coefficient in Soil Based on Vapor-Phase Concentration Dseff (cm2/s) |
|
R6 |
|
Equations for the ambient vapor inhalation (outdoor) route fromsubsurface soils |
Remediation Objectives for Carcinogenic Contaminants (mg/kg) |
|
R7 |
Remediation Objectives for Non-carcinogenic Contaminants (mg/kg) |
|
R8 |
Carcinogenic Risk-Based Screening Level for Air, RBSLair (ug/m3) |
|
R9 |
|
Noncarcinogenic Risk-Based Screening Level for Air, RBSLair (ug/m3) |
|
R10 |
|
Volatilization Factor - Subsurface Soil to Ambient Air, VFsamb
(mg/m3)/(mg/kgsoil)
|
|
R11 |
Equations for the Soil Component of the Groundwater Ingestion Exposure Route |
Remediation Objective (mg/kg) |
NOTE: This equation can only be used to model contaminant migration not in the water bearing unit. |
R12 |
Groundwater at the source, GWsource (mg/L)
|
|
R13 |
|
Leaching Factor, LFsw
(mg/Lwater)/(mg/kgsoil)
|
|
R14 |
|
Steady-State Attenuation Along the Centerline of a Dissolved Plume, C(x)/Csource |
NOTE: 1. This equation does not predict the contaminant flow within bedrock and may not accurately predict downgradient concentrations in the presence of a confining layer. 2. If the value of the First Order Degradation Constant ( l ) is not readily available, then set l = 0. |
R15 |
|
Longitudinal Dispersivity, a x (cm) |
|
R16 |
Transverse Dispersivity, a y (cm) |
|
R17 |
|
Vertical Dispersivity, a z (cm) |
|
R18 |
|
Specific Discharge, U (cm/d) |
|
R19 |
|
Soil-Water Sorption Coefficient, ks |
|
R20 |
|
Volumetric Air Content in Vadose Zone Soils, q as (cm3air/cm3soil) |
|
R21 |
|
Volumetric Water Content in Vadose Zone Soils, q ws (cm3water/cm3soil) |
|
R22 |
|
Total Soil Porosity, q T (cm3/cm3soil) |
|
R23 |
Groundwater Darcy Velocity, Ugw (cm/yr) |
|
R24 |
|
Equations for the Groundwater Ingestion Exposure Route |
Remediation Objective for Carcinogenic Contaminants (mg/L)
|
|
R25 |
Dissolved Hydrocarbon Concentration along Centerline, C(x)
( |
NOTE: 1. This equation does not predict the contaminant flow within bedrock and may not accurately predict downgradient concentrations in the presence of a confining layer. 2. If the value of the First Order Degradation Constant ( l ) is not readily available, then set l = 0. |
R26 |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______)
Section 742.APPENDIX C: Tier 2 Tables and Illustrations
Section 742.Table D: RBCA Parameters
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
ATc |
Averaging Time for Carcinogens |
yr |
RBCA |
70 |
ATn |
Averaging Time for Noncarcinogens |
yr |
RBCA |
Residential = 30 Industrial/Commercial = 25 Construction Worker = 0.115 |
BW |
Adult Body Weight |
kg |
RBCA |
70 |
Csource |
The greatest potential concentration of the contaminant of concern in the groundwater at the source of the contamination, based on the concentrations of contaminants in groundwater due to the release and the projected concentration of the contaminant migrating from the soil to the groundwater. |
mg/L |
Field Measurement |
Site-Specific |
C(x) |
Concentration of Contaminant in Groundwater at Distance X from the source |
mg/L |
Equation R26 in Appendix C, Table C |
Calculated Value |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
C(x)/Csource |
Steady-State Attenuation Along the Centerline of a Dissolved Plume |
unitless |
Equation R15 in Appendix C, Table C |
Calculated Value |
d |
Lower Depth of Surficial Soil Zone |
cm |
Field Measurement |
100 or Site-Specific (not to exceed 100) |
Dair |
Diffusion Coefficient in Air |
cm2/s |
Appendix C, Table E |
Chemical-Specific |
Dwater |
Diffusion Coefficient in Water |
cm2/s |
Appendix C, Table E |
Chemical-Specific |
Dseff |
Effective Diffusion Coefficient in Soil Based on Vapor-Phase Concentration |
cm2/s |
Equation R6 in Appendix C, Table C |
Calculated Value |
ED |
Exposure Duration |
yr |
RBCA |
Residential = 30 Industrial/Commercial = 25 Construction Worker = 1 |
EF |
Exposure Frequency |
d/yr |
RBCA |
Residential = 350 Industrial/Commercial = 250 Construction Worker = 30 |
erf |
Error Function |
unitless |
Appendix C, Table G |
Mathematical Function |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
foc |
Organic Carbon Content of Soil |
g/g |
RBCA or Field Measurement (See Appendix C, Table F) |
Surface Soil = 0.006 Subsurface Soil = 0.002 or
Site-Specific |
GWcomp |
Groundwater Objective at the Compliance Point |
mg/L |
Appendix B, Table E, 35 IAC 620.Subpart F, or Equation R25 in Appendix C, Table C |
Site-Specific |
GWsource |
Groundwater Concentration at the Source |
mg/L |
Equation R13 in Appendix C, Table C |
Calculated Value |
H’ |
Henry’s Law Constant |
cm3water/cm3air |
Appendix C, Table E |
Chemical-Specific |
i |
Hydraulic Gradient |
cm/cm (unitless) |
Field Measurement (See Appendix C, Table F) |
Site-Specific |
I |
Infiltration Rate |
cm/yr |
RBCA |
30 |
IRair |
Daily Outdoor Inhalation Rate |
m3/d |
RBCA |
20 |
IRsoil |
Soil Ingestion Rate |
mg/d |
RBCA |
Residential = 100 Industrial/Commercial = 50 Construction Worker = 480 |
IRw |
Daily Water Ingestion Rate |
L/d |
RBCA |
Residential = 2 Industrial/Commercial = 1 |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
K |
Aquifer Hydraulic Conductivity |
cm/d for Equations R15, R19 and R26 cm/yr for Equation R24 |
Field Measurement (See Appendix C, Table F) |
Site-Specific |
Koc |
Organic Carbon Partition Coefficient |
cm3/g or L/kg |
Appendix C, Table E or Appendix C, Table I |
Chemical-Specific |
ks (non-ionizing organics) |
Soil Water Sorption Coefficient |
cm3water/gsoil |
Equation R20 in Appendix C,Table C |
Calculated Value |
ks (ionizing organics) |
Soil Water Sorption Coefficient |
cm3water/gsoil |
Equation R20 in Appendix C, Table C |
Chemical and pH-Specific (See Appendix C, Table I) |
ks (inorganics) |
Soil Water Sorption Coefficient |
cm3water/gsoil |
Appendix C, Table J |
Chemical and pH-Specific |
Ls |
Depth to Subsurface Soil Sources |
cm |
RBCA |
100 |
LF sw |
Leaching Factor |
(mg/Lwater)/ (mg/kgsoil) |
Equation R14 in Appendix C, Table C |
Calculated Value |
M |
Soil to Skin Adherence Factor |
mg/cm2 |
RBCA |
0.5 |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
Pe |
Particulate Emission Rate |
g/cm2-s |
RBCA |
6.9 · 10-14 |
RAFd
|
Dermal Relative Absorption Factor |
unitless |
RBCA |
0.5 |
RAFd (PNAs) |
Dermal Relative Absorption Factor |
unitless |
RBCA |
0.05 |
RAFd (inorganics) |
Dermal Relative Absorption Factor |
unitless |
RBCA |
0 |
RAFo |
Oral Relative Absorption Factor |
unitless |
RBCA |
1.0 |
RBSLair |
Carcinogenic Risk-Based Screening Level for Air |
ug/m3 |
Equation R9 in Appendix C, Table C |
Chemical-, Media-, and Exposure Route-Specific |
RBSLair |
Noncarcinogenic Risk-Based Screening Level for Air |
ug/m3 |
Equations R10 in Appendix C, Table C |
Chemical-, Media-, and Exposure Route-Specific |
RfDi |
Inhalation Reference Dose |
mg/kg-d |
IEPA (IRIS/HEASTa) |
Toxicological-Specific |
RfDo |
Oral Reference Dose |
mg/(kg-d) |
IEPA (IRIS/HEASTa) |
Toxicological-Specific (Note: for Construction Worker use subchronic reference doses) |
SA |
Skin Surface Area |
cm2/d |
RBCA |
3,160 |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
Sd |
Source Width Perpendicular to Groundwater Flow Direction in Vertical Plane |
cm |
Field Measurement |
For Migration to Groundwater Route: Use 200 or Site-Specific
For Groundwater remediation objective: Use Site-Specific |
Sw |
Source Width Perpendicular to Groundwater Flow Direction in Horizontal Plane |
cm |
Field Measurement |
Site-Specific |
SFi |
Inhalation Cancer Slope Factor |
(mg/kg-d)-1 |
IEPA (IRIS/HEASTa) |
Toxicological-Specific |
SFo |
Oral Slope Factor |
(mg/kg-d)-1 |
IEPA (IRIS/HEASTa) |
Toxicological-Specific |
THQ |
Target Hazard Quotient |
unitless |
RBCA |
1 |
TR |
Target Cancer Risk |
unitless |
RBCA |
Residential = 10-6 at the point of human exposure Industrial/Commercial = 10-6 at the point of human exposure Construction Worker = 10-6 at the point of human exposure |
U |
Specific Discharge |
cm/d |
Equation R19 in Appendix C, Table C |
Calculated Value |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
Uair |
Average Wind Speed Above Ground Surface in Ambient Mixing Zone |
cm/s |
RBCA |
225 |
Ugw |
Groundwater Darcy Velocity |
cm/yr |
Equation R24 in Appendix C, Table C |
Calculated Value |
VF p |
Volatilization Factor for Surficial Soils Regarding Particulates |
kg/m3 |
Equation R5 in Appendix C, Table C |
Calculated Value |
VFsamb |
Volatilization Factor (Subsurface Soils to Ambient Air) |
(mg/m3air)/(mg/kgsoil) or kg/m3 |
Equation R11 in Appendix C, Table C |
Calculated Value |
VFss |
Volatilization Factor for Surficial Soils |
kg/m3 |
Use Equations R3 and R4 in Appendix C, Table C |
Calculated Value from Equation R3 or R4 (whichever is less) |
W |
Width of Source Area Parallel to Direction to Wind or Groundwater Movement |
cm |
Field Measurement |
Site-Specific |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
w |
Average Soil Moisture Content |
gwater/gsoil |
RBCA or Field Measurement (See Appendix C, Table F) |
0.1, or
Surface Soil (top 1 meter) = 0.1 Subsurface Soil (below 1 meter) = 0.2, or
Site-Specific |
X |
Distance along the Centerline of the Groundwater Plume Emanating from a Source. The x direction is the direction of groundwater flow |
cm |
Field Measurement |
Site-Specific |
a x |
Longitudinal Dispersitivity |
cm |
Equation R16 in Appendix C, Table C |
Calculated Value |
a y |
Transverse Dispersitivity |
cm |
Equation R17 in Appendix C, Table C |
Calculated Value |
a z |
Vertical Dispersitivity |
cm |
Equation R18 in Appendix C, Table C |
Calculated Value |
d air |
Ambient Air Mixing Zone Height |
cm |
RBCA |
200 |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
d gw |
Groundwater Mixing Zone Thickness |
cm |
RBCA |
200 |
q as |
Volumetric Air Content in Vadose Zone Soils |
cm3air/cm3soil |
RBCA or Equation R21 in Appendix C, Table C |
Surface Soil (top 1 meter) = 0.28 Subsurface Soil (below 1 meter)= 0.13, Or
Gravel = 0.05 Sand = 0.14 Silt = 0.16 Clay = 0.17, or
Calculated Value |
q ws |
Volumetric Water Content in Vadose Zone Soils |
cm3water/cm3soil |
RBCA or Equation R22 in Appendix C, Table C |
Surface Soil (top 1 meter) = 0.15 Subsurface Soil (below 1 meter) = 0.30, or
Gravel = 0.20 Sand = 0.18 Silt = 0.16 Clay = 0.17, or
Calculated Value |
Symbol |
Parameter |
Units |
Source |
Parameter Value(s) |
q T |
Total Soil Porosity |
cm3/cm3soil |
RBCA or Equation R23 in Appendix C, Table C |
0.43, or
Gravel = 0.25 Sand = 0.32 Silt = 0.40 Clay = 0.36, or
Calculated Value |
l |
First Order Degradation Constant |
d-1 |
Appendix C, Table E |
Chemical-Specific |
p |
pi |
3.1416 |
||
r s |
Soil Bulk Density |
g/cm3 |
RBCA or Field Measurement (See Appendix C, Table F) |
1.5, or
Gravel = 2.0 Sand = 1.8 Silt = 1.6 Clay = 1.7, or
Site-Specific |
r w |
Water Density |
g/cm3 |
RBCA |
1 |
t |
Averaging Time for Vapor Flux |
s |
RBCA |
9.46 · 108 |
a HEAST = Health Effects Assessment Summary Tables. USEPA, Office of Solid Waste and Emergency Response. EPA/540/R-95/036. Updated Quarterly. | |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______) | |
Section 742.APPENDIX C: Tier 2 Tables and Illustrations
Section 742.Table E: Default Physical and Chemical Parameters
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
Neutral Organics |
|||||||
83-32-9 |
Acenaphthene |
4.24 |
0.0421 |
7.69E-6 |
0.00636 |
7,080 |
0.0034 |
67-64-1 |
Acetone |
1,000,000 |
0.124 |
1.14E-5 |
0.00159 |
0.575 |
0.0495 |
15972-60-8 |
Alachlor |
242 |
0.0198 |
5.69E-6 |
0.00000132 |
394 |
No Data |
116-06-3 |
Aldicarb |
6,000 |
0.0305 |
7.19E-6 |
0.0000000574 |
12 |
0.00109 |
309-00-2 |
Aldrin |
0.18 |
0.0132 |
4.86E-6 |
0.00697 |
2,450,000 |
0.00059 |
120-12-7 |
Anthracene |
0.0434 |
0.0324 |
7.74E-6 |
0.00267 |
29,500 |
0.00075 |
1912-24-9 |
Atrazine |
70 |
0.0258 |
6.69E-6 |
0.00000005 |
451 |
No Data |
71-43-2 |
Benzene |
1,750 |
0.088 |
9.80E-6 |
0.228 |
58.9 |
0.0009 |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
56-55-3 |
Benzo(a)anthracene |
0.0094 |
0.0510 |
9.00E-6 |
0.000137 |
398,000 |
0.00051 |
205-99-2 |
Benzo(b)fluoranthene |
0.0015 |
0.0226 |
5.56E-6 |
0.00455 |
1,230,000 |
0.00057 |
207-08-9 |
Benzo(k)fluoranthene |
0.0008 |
0.0226 |
5.56E-6 |
0.000034 |
1,230,000 |
0.00016 |
65-85-0 |
Benzoic Acid |
3,500 |
0.0536 |
7.97E-6 |
0.0000631 |
0.600 |
No Data |
50-32-8 |
Benzo(a)pyrene |
0.00162 |
0.043 |
9.00E-6 |
0.0000463 |
1,020,000 |
0.00065 |
111-44-4 |
Bis(2-chloroethyl)ether |
17,200 |
0.0692 |
7.53E-6 |
0.000738 |
15.5 |
0.0019 |
117-81-7 |
Bis(2-ethylhexyl)phthalate |
0.34 |
0.0351 |
3.66E-6 |
0.00000418 |
15,100,000 |
0.0018 |
75-27-4 |
Bromodichloromethane |
6,740 |
0.0298 |
1.06E-5 |
0.0656 |
55.0 |
No Data |
75-25-2 |
Bromoform |
3,100 |
0.0149 |
1.03E-5 |
0.0219 |
87.1 |
0.0019 |
71-36-3 |
Butanol |
74,000 |
0.0800 |
9.30E-6 |
0.000361 |
6.92 |
0.01283 |
85-68-7 |
Butyl Benzyl Phthalate |
2.69 |
0.0174 |
4.83E-6 |
0.0000517 |
57,500 |
0.00385 |
86-74-8 |
Carbazole |
7.48 |
0.0390 |
7.03E-6 |
0.000000626 |
3,390 |
No Data |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
1563-66-2 |
Carbofuran |
320 |
0.0249 |
6.63E-6 |
.00377 |
37 |
No Data |
75-15-0 |
Carbon Disulfide |
1,190 |
0.104 |
1.00E-5 |
1.24 |
45.7 |
No Data |
56-23-5 |
Carbon Tetrachloride |
793 |
0.0780 |
8.80E-6 |
1.25 |
174 |
0.0019 |
57-74-9 |
Chlordane |
0.056 |
0.0118 |
4.37E-6 |
0.00199 |
120,000 |
0.00025 |
106-47-8 |
p-Chloroaniline |
5,300 |
0.0483 |
1.01E-5 |
0.0000136 |
66.1 |
No Data |
108-09-7 |
Chlorobenzene |
472 |
0.0730 |
8.70E-6 |
0.152 |
219 |
0.0023 |
124-48-1 |
Chlorodibromomethane |
2,600 |
0.0196 |
1.05E-5 |
0.0321 |
63.1 |
0.00385 |
67-66-3 |
Chloroform |
7,920 |
0.104 |
1.00E-5 |
0.15 |
39.8 |
0.00039 |
95-57-8 |
2-Chlorophenol |
22,000 |
0.0501 |
9.46E-6 |
0.016 |
388 |
No Data |
218-01-9 |
Chrysene |
0.0016 |
0.0248 |
6.21E-6 |
0.00388 |
398,000 |
0.00035 |
94-75-7 |
2,4-D |
680 |
0.0231 |
7.31E-6 |
0.00000041 |
451 |
0.00385 |
72-54-8 |
4,4'-DDD |
0.09 |
0.0169 |
4.76E-6 |
0.000164 |
1,000,000 |
0.000062 |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
72-55-9 |
4,4'-DDE |
0.12 |
0.0144 |
5.87E-6 |
0.000861 |
4,470,000 |
0.000062 |
50-29-3 |
4,4'-DDT |
0.025 |
0.0137 |
4.95E-6 |
0.000332 |
2,630,000 |
0.000062 |
75-99-0 |
Dalapon |
900,000 |
0.0414 |
9.46E-6 |
0.00000264 |
5.8 |
0.005775 |
53-70-3 |
Dibenzo(a,h)anthracene |
0.00249 |
0.0202 |
5.18E-6 |
0.000000603 |
3,800,000 |
0.00037 |
96-12-8 |
1,2-Dibromo-3-chloropropane |
1,200 |
0.0212 |
7.02E-6 |
0.00615 |
182 |
0.001925 |
106-93-4 |
1,2-Dibromoethane |
4,200 |
0.0287 |
8.06E-6 |
0.0303 |
93 |
0.005775 |
84-74-2 |
Di-n-butyl Phthalate |
11.2 |
0.0438 |
7.86E-6 |
0.0000000385 |
33,900 |
0.03013 |
95-50-1 |
1,2-Dichlorobenzene |
156 |
0.0690 |
7.90E-6 |
0.0779 |
617 |
0.0019 |
106-46-7 |
1,4-Dichlorobenzene |
73.8 |
0.0690 |
7.90E-6 |
0.0996 |
617 |
0.0019 |
91-94-1 |
3,3-Dichlorobenzidine |
3.11 |
0.0194 |
6.74E-6 |
0.000000164 |
724 |
0.0019 |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
75-34-3 |
1,1-Dichloroethane |
5,060 |
0.0742 |
1.05E-5 |
0.23 |
31.6 |
0.0019 |
107-06-2 |
1,2-Dichloroethane |
8,520 |
0.104 |
9.90E-6 |
0.0401 |
17.4 |
0.0019 |
75-35-4 |
1,1-Dichloroethylene |
2,250 |
0.0900 |
1.04E-5 |
1.07 |
58.9 |
0.0053 |
156-59-2 |
cis-1,2-Dichloroethylene |
3,500 |
0.0736 |
1.13E-5 |
0.167 |
35.5 |
0.00024 |
156-60-5 |
trans-1,2-Dichloroethylene |
6,300 |
0.0707 |
1.19E-5 |
0.385 |
52.5 |
0.00024 |
120-83-2 |
2,4-Dichlorophenol |
4,500 |
0.0346 |
8.77E-6 |
0.00013 |
147 |
0.00027 |
78-87-5 |
1,2-Dichloropropane |
2,800 |
0.0782 |
8.73E-6 |
0.115 |
43.7 |
0.00027 |
542-75-6 |
1,3-Dichloropropylene (cis + trans) |
2,800 |
0.0626 |
1.00E-5 |
0.726 |
45.7 |
0.061 |
60-57-1 |
Dieldrin |
0.195 |
0.0125 |
4.74E-6 |
0.000619 |
21,400 |
0.00032 |
84-66-2 |
Diethyl Phthalate |
1,080 |
0.0256 |
6.35E-6 |
0.0000185 |
288 |
0.00619 |
105-67-9 |
2,4-Dimethylphenol |
7,870 |
0.0584 |
8.69E-6 |
0.000082 |
209 |
0.0495 |
51-28-5 |
2,4-Dinitrophenol |
2,790 |
0.0273 |
9.06E-6 |
0.0000182 |
0.01 |
0.00132 |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
121-14-2 |
2,4-Dinitrotoluene |
270 |
0.203 |
7.06E-6 |
0.0000038 |
95.5 |
0.00192 |
606-20-2 |
2,6-Dinitrotoluene |
182 |
0.0327 |
7.26E-6 |
0.0000306 |
69.2 |
0.00192 |
88-85-7 |
Dinoseb |
52 |
0.0215 |
6.62E-6 |
0.0000189 |
1,120 |
0.002817 |
117-84-0 |
Di-n-octyl Phthalate |
0.02 |
0.0151 |
3.58E-6 |
0.00274 |
83,200,000 |
0.0019 |
115-29-7 |
Endosulfan |
0.51 |
0.0115 |
4.55E-6 |
0.000459 |
2,140 |
0.07629 |
145-73-3 |
Endothall |
21,000 |
0.0291 |
8.07E-6 |
0.0000000107 |
0.29 |
No Data |
72-20-8 |
Endrin |
0.25 |
0.0125 |
4.74E-6 |
0.000308 |
12,300 |
0.00032 |
100-41-4 |
Ethylbenzene |
169 |
0.0750 |
7.80E-6 |
0.323 |
363 |
0.003 |
206-44-0 |
Fluoranthene |
0.206 |
0.0302 |
6.35E-6 |
0.00066 |
107,000 |
0.00019 |
86-73-7 |
Fluorene |
1.98 |
0.0363 |
7.88E-6 |
0.00261 |
13,800 |
0.000691 |
76-44-8 |
Heptachlor |
0.18 |
0.0112 |
5.69E-6 |
60.7 |
1,410,000 |
0.13 |
1024-57-3 |
Heptachlor epoxide |
0.2 |
0.0132 |
4.23E-6 |
0.00039 |
83,200 |
0.00063 |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
118-74-1 |
Hexachlorobenzene |
6.2 |
0.0542 |
5.91E-6 |
0.0541 |
55,000 |
0.00017 |
319-84-6 |
alpha-HCH (alpha-BHC) |
2.0 |
0.0142 |
7.34E-6 |
0.000435 |
1,230 |
0.0025 |
58-89-9 |
gamma-HCH (Lindane) |
6.8 |
0.0142 |
7.34E-6 |
0.000574 |
1,070 |
0.0029 |
77-47-4 |
Hexachlorocyclo- pentadiene |
1.8 |
0.0161 |
7.21E-6 |
1.11 |
200,000 |
0.012 |
67-72-1 |
Hexachloroethane |
50 |
0.0025 |
6.80E-6 |
0.159 |
1,780 |
0.00192 |
193-39-5 |
Indeno(1,2,3-c,d)pyrene |
0.000022 |
0.0190 |
5.66E-6 |
0.0000656 |
3,470,000 |
0.00047 |
78-59-1 |
Isophorone |
12,000 |
0.0623 |
6.76E-6 |
0.000272 |
46.8 |
0.01238 |
7439-97-6 |
Mercury |
--- |
0.0307 |
6.30E-6 |
0.467 |
--- |
No Data |
72-43-5 |
Methoxychlor |
0.045 |
0.0156 |
4.46E-6 |
0.000648 |
97,700 |
0.0019 |
74-83-9 |
Methyl Bromide |
15,200 |
0.0728 |
1.21E-5 |
0.256 |
10.5 |
0.01824 |
1634-04-4 |
Methyl tert-butyl ether |
51,000 |
0.102 |
1.10E-5 |
0.0241 |
11.5 |
0.00193 |
75-09-2 |
Methylene Chloride |
13,000 |
0.101 |
1.17E-5 |
0.0898 |
11.7 |
0.012 |
95-48-7 |
2-Methylphenol |
26,000 |
0.0740 |
8.30E-6 |
0.0000492 |
91.2 |
0.0495 |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
91-20-3 |
Naphthalene |
31.0 |
0.0590 |
7.50E-6 |
0.0198 |
2,000 |
0.0027 |
98-95-3 |
Nitrobenzene |
2,090 |
0.0760 |
8.60E-6 |
0.000984 |
64.6 |
0.00176 |
86-30-6 |
N-Nitrosodiphenylamine |
35.1 |
0.0312 |
6.35E-6 |
0.000205 |
1,290 |
0.01 |
621-64-7 |
N-Nitrosodi-n-propylamine |
9,890 |
0.0545 |
8.17E-6 |
0.0000923 |
24.0 |
0.0019 |
87-86-5 |
Pentachlorophenol |
1,950 |
0.0560 |
6.10E-6 |
0.000001 |
592 |
0.00045 |
108-95-2 |
Phenol |
82,800 |
0.0820 |
9.10E-6 |
0.0000163 |
28.8 |
0.099 |
1918-02-1 |
Picloram |
430 |
0.0255 |
5.28E-6 |
0.00000000166 |
1.98 |
No Data |
1336-36-3 |
Polychlorinated biphenyls (PCBs) |
0.7 |
-------a |
-------a |
-------a |
309,000 |
No Data |
129-00-0 |
Pyrene |
0.135 |
0.0272 |
7.24E-6 |
0.000451 |
105,000 |
0.00018 |
122-34-9 |
Simazine |
5 |
0.027 |
7.36E-6 |
0.0000000133 |
133 |
No Data |
100-42-5 |
Styrene |
310 |
0.0710 |
8.00E-6 |
0.113 |
776 |
0.0033 |
93-72-1 |
2,4,5-TP (Silvex) |
31 |
0.0194 |
5.83E-6 |
0.0000000032 |
5,440 |
No Data |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
127-18-4 |
Tetrachloroethylene |
200 |
0.0720 |
8.20E-6 |
0.754 |
155 |
0.00096 |
108-88-3 |
Toluene |
526 |
0.0870 |
8.60E-6 |
0.272 |
182 |
0.011 |
8001-35-2 |
Toxaphene |
0.74 |
0.0116 |
4.34E-6 |
0.000246 |
257,000 |
No Data |
120-82-1 |
1,2,4-Trichlorobenzene |
300 |
0.0300 |
8.23E-6 |
0.0582 |
1,780 |
0.0019 |
71-55-6 |
1,1,1-Trichloroethane |
1,330 |
0.0780 |
8.80E-6 |
0.705 |
110 |
0.0013 |
79-00-5 |
1,1,2-Trichloroethane |
4,420 |
0.0780 |
8.80E-6 |
0.0374 |
50.1 |
0.00095 |
79-01-6 |
Trichloroethylene |
1,100 |
0.0790 |
9.10E-6 |
0.422 |
166 |
0.00042 |
95-95-4 |
2,4,5-Trichlorophenol |
1,200 |
0.0291 |
7.03E-6 |
0.000178 |
1,600 |
0.00038 |
88-06-2 |
2,4,6-Trichlorophenol |
800 |
0.0318 |
6.25E-6 |
0.000319 |
381 |
0.00038 |
108-05-4 |
Vinyl Acetate |
20,000 |
0.0850 |
9.20E-6 |
0.021 |
5.25 |
No Data |
57-01-4 |
Vinyl Chloride |
2,760 |
0.106 |
1.23E-6 |
1.11 |
18.6 |
0.00024 |
108-38-3 |
m-Xylene |
161 |
0.070 |
7.80E-6 |
0.301 |
407 |
0.0019 |
CAS No. |
Chemical |
Solubility in Water (S) (mg/L) |
Diffusivity in Air (Di) (cm2/s) |
Diffusivity in Water (Dw) (cm2/s) |
Dimensionless Henry's Law Constant (H') (25oC) |
Organic Carbon Partition Coefficient (Koc) (L/kg) |
First Order Degradation Constant ( l ) (d-1) |
95-47-6 |
o-Xylene |
178 |
0.087 |
1.00E-5 |
0.213 |
363 |
0.0019 |
106-42-3 |
p-Xylene |
185 |
0.0769 |
8.44E-6 |
0.314 |
389 |
0.0019 |
1330-20-7 |
Xylenes (total) |
186 |
0.0720 |
9.34E-6 |
0.25 |
260 |
0.0019 |
Chemical Abstracts Service (CAS) registry number. This number in the format xxx-xx-x, is unique for each chemical and allows efficient searching on computerized data bases.
aSoil Remediation objectives are determined pursuant to 40 CFR 761.120, as incorporated by reference at Section 732.104 (the USEPA "PCB Spill Cleanup Policy"), for most sites; persons remediating sites should consult with BOL if calculation of Tier 2 soil remediation objectives is desired.
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______) | |||||||||||||||||||||||||||||||
Section 742.APPENDIX C: Tier 2 Tables and Illustrations
Section 742.TABLE I: Koc Values for Ionizing Organics as a Function of pH (cm3/g or L/kg or cm3water/g soil )
pH |
Benzoic Acid |
2-Chloro- phenol |
2,4- Dichloro-phenol |
Pentachloro-phenol |
2,4,5-Trichloro-phenol |
2,4,6-Trichloro-phenol |
Dinoseb |
2,3,5-TP (Silvex) |
4.5 |
1.07E+01 |
3.98E+02 |
1.59E+02 |
1.34E+04 |
2.37E+03 |
1.06E+03 |
3.00E+04 |
1.28E+04 |
4.6 |
9.16E+00 |
3.98E+02 |
1.59E+02 |
1.24E+04 |
2.37E+03 |
1.05E+03 |
2.71E+04 |
1.13E+04 |
4.7 |
7.79E+00 |
3.98E+02 |
1.59E+02 |
1.13E+04 |
2.37E+03 |
1.05E+03 |
2.41E+04 |
1.01E+04 |
4.8 |
6.58E+00 |
3.98E+02 |
1.59E+02 |
1.02E+04 |
2.37E+03 |
1.05E+03 |
2.12E+04 |
9.16E+03 |
4.9 |
5.54E+00 |
3.98E+02 |
1.59E+02 |
9.05E+03 |
2.37E+03 |
1.04E+03 |
1.85E+04 |
8.40E+03 |
5.0 |
4.64E+00 |
3.98E+02 |
1.59E+02 |
7.96E+03 |
2.36E+03 |
1.03E+03 |
1.59E+04 |
7.76E+03 |
5.1 |
3.88E+00 |
3.98E+02 |
1.59E+02 |
6.93E+03 |
2.36E+03 |
1.02E+03 |
1.36E+04 |
7.30E+03 |
5.2 |
3.25E+00 |
3.98E+02 |
1.59E+02 |
5.97E+03 |
2.35E+03 |
1.01E+03 |
1.15E+04 |
6.91E+03 |
5.3 |
2.72E+00 |
3.98E+02 |
1.59E+02 |
5.10E+03 |
2.34E+03 |
9.99E+02 |
9.66E+03 |
6.60E+03 |
5.4 |
2.29E+00 |
3.98E+02 |
1.58E+02 |
4.32E+03 |
2.33E+03 |
9.82E+02 |
8.10E+03 |
6.36E+03 |
5.5 |
1.94E+00 |
3.97E+02 |
1.58E+02 |
3.65E+03 |
2.32E+03 |
9.62E+02 |
6.77E+03 |
6.16E+03 |
5.6 |
1.65E+00 |
3.97E+02 |
1.58E+02 |
3.07E+03 |
2.31E+03 |
9.38E+02 |
5.65E+03 |
6.00E+03 |
5.7 |
1.42E+00 |
3.97E+02 |
1.58E+02 |
2.58E+03 |
2.29E+03 |
9.10E+02 |
4.73E+03 |
5.88E+03 |
5.8 |
1.24E+00 |
3.97E+02 |
1.58E+02 |
2.18E+03 |
2.27E+03 |
8.77E+02 |
3.97E+03 |
5.78E+03 |
5.9 |
1.09E+00 |
3.97E+02 |
1.57E+02 |
1.84E+03 |
2.24E+03 |
8.39E+02 |
3.35E+03 |
5.70E+03 |
pH |
Benzoic Acid |
2-Chloro- phenol |
2,4- Dichloro-phenol |
Pentachloro-phenol |
2,4,5-Trichloro-phenol |
2,4,6-Trichloro-phenol |
Dinoseb |
2,3,5-TP (Silvex) |
6.0 |
9.69E-01 |
3.96E+02 |
1.57E+02 |
1.56E+03 |
2.21E+03 |
7.96E+02 |
2.84E+03 |
5.64E+03 |
6.1 |
8.75E-01 |
3.96E+02 |
1.57E+02 |
1.33E+03 |
2.17E+03 |
7.48E+02 |
2.43E+03 |
5.59E+03 |
6.2 |
7.99E-01 |
3.96E+02 |
1.56E+02 |
1.15E+03 |
2.12E+03 |
6.97E+02 |
2.10E+03 |
5.55E+03 |
6.3 |
7.36E-01 |
3.95E+02 |
1.55E+02 |
9.98E+02 |
2.06E+03 |
6.44E+02 |
1.83E+03 |
5.52E+03 |
6.4 |
6.89E-01 |
3.94E+02 |
1.54E+02 |
8.77E+02 |
1.99E+03 |
5.89E+02 |
1.62E+03 |
5.50E+03 |
6.5 |
6.51E-01 |
3.93E+02 |
1.53E+02 |
7.81E+02 |
1.91E+03 |
5.33E+02 |
1.45E+03 |
5.48E+03 |
6.6 |
6.20E-01 |
3.92E+02 |
1.52E+02 |
7.03E+02 |
1.82E+03 |
4.80E+02 |
1.32E+03 |
5.46E+03 |
6.7 |
5.95E-01 |
3.90E+02 |
1.50E+02 |
6.40E+02 |
1.71E+03 |
4.29E+02 |
1.21E+03 |
5.45E+03 |
6.8 |
5.76E-01 |
3.88E+02 |
1.47E+02 |
5.92E+02 |
1.60E+03 |
3.81E+02 |
1.12E+03 |
5.44E+03 |
6.9 |
5.60E-01 |
3.86E+02 |
1.45E+02 |
5.52E+02 |
1.47E+03 |
3.38E+02 |
1.05E+03 |
5.43E+03 |
7.0 |
5.47E-01 |
3.83E+02 |
1.41E+02 |
5.21E+02 |
1.34E+03 |
3.00E+02 |
9.96E+02 |
5.43E+03 |
7.1 |
5.38E-01 |
3.79E+02 |
1.38E+02 |
4.96E+02 |
1.21E+03 |
2.67E+02 |
9.52E+02 |
5.42E+03 |
7.2 |
5.32E-01 |
3.75E+02 |
1.33E+02 |
4.76E+02 |
1.07E+03 |
2.39E+02 |
9.18E+02 |
5.42E+03 |
7.3 |
5.25E-01 |
3.69E+02 |
1.28E+02 |
4.61E+02 |
9.43E+02 |
2.15E+02 |
8.90E+02 |
5.42E+03 |
7.4 |
5.19E-01 |
3.62E+02 |
1.21E+02 |
4.47E+02 |
8.19E+02 |
1.95E+02 |
8.68E+02 |
5.41E+03 |
7.5 |
5.16E-01 |
3.54E+02 |
1.14E+02 |
4.37E+02 |
7.03E+02 |
1.78E+02 |
8.50E+02 |
5.41E+03 |
7.6 |
5.13E-01 |
3.44E+02 |
1.07E+02 |
4.29E+02 |
5.99E+02 |
1.64E+02 |
8.36E+02 |
5.41E+03 |
pH |
Benzoic Acid |
2-Chloro- phenol |
2,4- Dichloro-phenol |
Pentachloro-phenol |
2,4,5-Trichloro-phenol |
2,4,6-Trichloro-phenol |
Dinoseb |
2,3,5-TP (Silvex) |
7.7 |
5.09E-01 |
3.33E+02 |
9.84E+01 |
4.23E+02 |
5.07E+02 |
1.53E+02 |
8.25E+02 |
5.41E+03 |
7.8 |
5.06E-01 |
3.19E+02 |
8.97E+01 |
4.18E+02 |
4.26E+02 |
1.44E+02 |
8.17E+02 |
5.41E+03 |
7.9 |
5.06E-01 |
3.04E+02 |
8.07E+01 |
4.14E+02 |
3.57E+02 |
1.37E+02 |
8.10E+02 |
5.41E+03 |
8.0 |
5.06E-01 |
2.86E+02 |
7.17E+01 |
4.10E+02 |
2.98E+02 |
1.31E+02 |
8.04E+02 |
5.41E+03 |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______) | |
Section 742.APPENDIX C: Tier 2 Tables and Illustrations
Section 742.TABLE J: Values to be Substituted for K
d or Ks
ks when Evaluating Inorganics as a Function of pH (cm3/g or L/kg or cm3water/gsoil)
pH |
As |
Ba |
Be |
Cd |
Cr (+3) |
Cr (+6) |
Hg |
Ni |
Ag |
Se |
Tl |
Zn |
4.9 |
2.5E+01 |
1.1E+01 |
2.3E+01 |
1.5E+01 |
1.2E+03 |
3.1E+01 |
4.0E-02 |
1.6E+01 |
1.0E-01 |
1.8E+01 |
4.4E+01 |
1.6E+01 |
5.0 |
2.5E+01 |
1.2E+01 |
2.6E+01 |
1.7E+01 |
1.9E+03 |
3.1E+01 |
6.0E-02 |
1.8E+01 |
1.3E-01 |
1.7E+01 |
4.5E+01 |
1.8E+01 |
5.1 |
2.5E+01 |
1.4E+01 |
2.8E+01 |
1.9E+01 |
3.0E+03 |
3.0E+01 |
9.0E-02 |
2.0E+01 |
1.6E-01 |
1.6E+01 |
4.6E+01 |
1.9E+01 |
5.2 |
2.6E+01 |
1.5E+01 |
3.1E+01 |
2.1E+01 |
4.9E+03 |
2.9E+01 |
1.4E-01 |
2.2E+01 |
2.1E-01 |
1.5E+01 |
4.7E+01 |
2.1E+01 |
5.3 |
2.6E+01 |
1.7E+01 |
3.5E+01 |
2.3E+01 |
8.1E+03 |
2.8E+01 |
2.0E-01 |
2.4E+01 |
2.6E-01 |
1.4E+01 |
4.8E+01 |
2.3E+01 |
5.4 |
2.6E+01 |
1.9E+01 |
3.8E+01 |
2.5E+01 |
1.3E+04 |
2.7E+01 |
3.0E-01 |
2.6E+01 |
3.3E-01 |
1.3E+01 |
5.0E+01 |
2.5E+01 |
5.5 |
2.6E+01 |
2.1E+01 |
4.2E+01 |
2.7E+01 |
2.1E+04 |
2.7E+01 |
4.6E-01 |
2.8E+01 |
4.2E-01 |
1.2E+01 |
5.1E+01 |
2.6E+01 |
5.6 |
2.6E+01 |
2.2E+01 |
4.7E+01 |
2.9E+01 |
3.5E+04 |
2.6E+01 |
6.9E-01 |
3.0E+01 |
5.3E-01 |
1.1E+01 |
5.2E+01 |
2.8E+01 |
5.7 |
2.7E+01 |
2.4E+01 |
5.3E+01 |
3.1E+01 |
5.5E+04 |
2.5E+01 |
1.0E-00 |
3.2E+01 |
6.7E-01 |
1.1E+01 |
5.4E+01 |
3.0E+01 |
5.8 |
2.7E+01 |
2.6E+01 |
6.0E+01 |
3.3E+01 |
8.7E+04 |
2.5E+01 |
1.6E-00 |
3.4E+01 |
8.4E-01 |
9.8E+00 |
5.5E+01 |
3.2E+01 |
5.9 |
2.7E+01 |
2.8E+01 |
6.9E+01 |
3.5E+01 |
1.3E+05 |
2.4E+01 |
2.3E-00 |
3.6E+01 |
1.1E+00 |
9.2E+00 |
5.6E+01 |
3.4E+01 |
6.0 |
2.7E+01 |
3.0E+01 |
8.2E+01 |
3.7E+01 |
2.0E+05 |
2.3E+01 |
3.5E-00 |
3.8E+01 |
1.3E+00 |
8.6E+00 |
5.8E+01 |
3.6E+01 |
6.1 |
2.7E+01 |
3.1E+01 |
9.9E+01 |
4.0E+01 |
3.0E+05 |
2.3E+01 |
5.1E-00 |
4.0E+01 |
1.7E+00 |
8.0E+00 |
5.9E+01 |
3.9E+01 |
6.2 |
2.8E+01 |
3.3E+01 |
1.2E+02 |
4.2E+01 |
4.2E+05 |
2.2E+01 |
7.5E-00 |
4.2E+01 |
2.1E+00 |
7.5E+00 |
6.1E+01 |
4.2E+01 |
6.3 |
2.8E+01 |
3.5E+01 |
1.6E+02 |
4.4E+01 |
5.8E+05 |
2.2E+01 |
1.1E+01 |
4.5E+01 |
2.7E+00 |
7.0E+00 |
6.2E+01 |
4.4E+01 |
6.4 |
2.8E+01 |
3.6E+01 |
2.1E+02 |
4.8E+01 |
7.7E+05 |
2.1E+01 |
1.6E+01 |
4.7E+01 |
3.4E+00 |
6.5E+00 |
6.4E+01 |
4.7E+01 |
6.5 |
2.8E+01 |
3.7E+01 |
2.8E+02 |
5.2E+01 |
9.9E+05 |
2.0E+01 |
2.2E+01 |
5.0E+01 |
4.2E+00 |
6.1E+00 |
6.6E+01 |
5.1E+01 |
6.6 |
2.8E+01 |
3.9E+01 |
3.9E+02 |
5.7E+01 |
1.2E+06 |
2.0E+01 |
3.0E+01 |
5.4E+01 |
5.3E+00 |
5.7E+00 |
6.7E+01 |
5.4E+01 |
pH |
As |
Ba |
Be |
Cd |
Cr (+3) |
Cr (+6) |
Hg |
Ni |
Ag |
Se |
Tl |
Zn |
6.7 |
2.9E+01 |
4.0E+01 |
5.5E+02 |
6.4E+01 |
1.5E+06 |
1.9E+01 |
4.0E+01 |
5.8E+01 |
6.6E+00 |
5.3E+00 |
6.9E+01 |
5.8E+01 |
6.8 |
2.9E+01 |
4.1E+01 |
7.9E+02 |
7.5E+01 |
1.8E+06 |
1.9E+01 |
5.2E+01 |
6.5E+01 |
8.3E+00 |
5.0E+00 |
7.1E+01 |
6.2E+01 |
6.9 |
2.9E+01 |
4.2E+01 |
1.1E+03 |
9.1E+01 |
2.1E+06 |
1.8E+01 |
6.6E+01 |
7.4E+01 |
1.0E+01 |
4.7E+00 |
7.3E+01 |
6.8E+01 |
7.0 |
2.9E+01 |
4.2E+01 |
1.7E+03 |
1.1E+02 |
2.5E+06 |
1.8E+01 |
8.2E+01 |
8.8E+01 |
1.3E+01 |
4.3E+00 |
7.4E+01 |
7.5E+01 |
7.1 |
2.9E+01 |
4.3E+01 |
2.5E+03 |
1.5E+02 |
2.8E+06 |
1.7E+01 |
9.9E+01 |
1.1E+02 |
1.6E+01 |
4.1E+00 |
7.6E+01 |
8.3E+01 |
7.2 |
3.0E+01 |
4.4E+01 |
3.8E+03 |
2.0E+02 |
3.1E+06 |
1.7E+01 |
1.2E+02 |
1.4E+02 |
2.0E+01 |
3.8E+00 |
7.8E+01 |
9.5E+01 |
7.3 |
3.0E+01 |
4.4E+01 |
5.7E+03 |
2.8E+02 |
3.4E+06 |
1.6E+01 |
1.3E+02 |
1.8E+02 |
2.5E+01 |
3.5E+00 |
8.0E+01 |
1.1E+02 |
7.4 |
3.0E+01 |
4.5E+01 |
8.6E+03 |
4.0E+02 |
3.7E+06 |
1.6E+01 |
1.5E+02 |
2.5E+02 |
3.1E+01 |
3.3E+00 |
8.2E+01 |
1.3E+02 |
7.5 |
3.0E+01 |
4.6E+01 |
1.3E+04 |
5.9E+02 |
3.9E+06 |
1.6E+01 |
1.6E+02 |
3.5E+02 |
3.9E+01 |
3.1E+00 |
8.5E+01 |
1.6E+02 |
7.6 |
3.1E+01 |
4.6E+01 |
2.0E+04 |
8.7E+02 |
4.1E+06 |
1.5E+01 |
1.7E+02 |
4.9E+02 |
4.8E+01 |
2.9E+00 |
8.7E+01 |
1.9E+02 |
7.7 |
3.1E+01 |
4.7E+01 |
3.0E+04 |
1.3E+03 |
4.2E+06 |
1.5E+01 |
1.8E+02 |
7.0E+02 |
5.9E+01 |
2.7E+00 |
8.9E+01 |
2.4E+02 |
7.8 |
3.1E+01 |
4.9E+01 |
4.6E+04 |
1.9E+03 |
4.3E+06 |
1.4E+01 |
1.9E+02 |
9.9E+02 |
7.3E+01 |
2.5E+00 |
9.1E+01 |
3.1E+02 |
7.9 |
3.1E+01 |
5.0E+01 |
6.9E+04 |
2.9E+03 |
4.3E+06 |
1.4E+01 |
1.9E+02 |
1.4E+03 |
8.9E+01 |
2.4E+00 |
9.4E+01 |
4.0E+02 |
8.0 |
3.1E+01 |
5.2E+01 |
1.0E+05 |
4.3E+03 |
4.3E+06 |
1.4E+01 |
2.0E+02 |
1.9E+03 |
1.1E+02 |
2.2E+00 |
9.6E+01 |
5.3E+02 |
(Source: Amended in R00-19(B) at 24 Ill. Reg. ____, effective_______)
IT IS SO ORDERED.
I, Dorothy M. Gunn, Clerk of the Illinois Pollution Control Board, do hereby certify that the above opinion and order was adopted on the 27th day of July, 2000 by a vote of 6-0.
Dorothy M. Gunn, Clerk
Illinois Pollution Control Board