35 Ill. Adm. Code 742.APPENDIX C

C Tier 2 Illustrations and Tables

Last amended: 2013Year: 2026Length: 469 wordsOfficial source
Section 742.APPENDIX C   Tier 2 Illustrations and Tables 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 (Organic Contaminants and Mercury 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 (m 3 /kg) S8 Equation for Derivation of the Volatilization Factor − Construction Worker, VF ' (m 3 /kg) VF ' = S9 Equation for Derivation of Apparent Diffusivity, D A (cm 2 /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 (m 3 /kg) S15 Equation for Derivation of Particulate Emission Factor, PEF' − Construction Worker (m 3 /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, C w (mg/L) C w = DF • GW obj S18 Soil-Water Partition Coefficient, K d (cm 3 /g) K d = K oc • f oc S19 Water-Filled Soil Porosity, θ w (L water /L soil ) S20 Air-Filled Soil Porosity, θ a (L air /L soil ) θ a = η - θ w S21 Dilution Factor, DF (unitless) S22 Groundwater Remediation Objection for Carcinogenic Contaminants, GW obj (mg/L) S23 Total Soil Porosity, η (L pore /L soil ) 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 vertical thickness of contamination is known or can be estimated reliably. S26 Mass-Limit Volatilization Factor for the Inhalation Exposure Route − Construction Worker, VT' − (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 vertical thickness is known or can be estimated reliably. S28 Equation for Derivation of the Soil Saturation Limit, C sat S29 Equation for the soil gas component of the Outdoor Inhalation Exposure Route S30
35 Ill. Adm. Code 742.APPENDIX C: C Tier 2 Illustrations and Tables | Justis AI