Compilation of Rules and Regulations of the State of Georgia
Department 391 - RULES OF GEORGIA DEPARTMENT OF NATURAL RESOURCES
Chapter 391-3 - ENVIRONMENTAL PROTECTION
Subject 391-3-15 - UNDERGROUND STORAGE TANK MANAGEMENT
Rule 391-3-15-.09 - Release Response and Corrective Action for UST Systems Containing Petroleum
Current through Rules and Regulations filed through December 18, 2024
(1) 40 CFR Part 280, Subpart F is hereby incorporated by reference.
(2) Corrective action plans (CAPs), Part A for reporting completed release response activities and for summarizing the proposed site investigation, including a schedule for submittal of a CAP - Part B, and Part B for reporting the results of the site investigation and for summarizing the proposed soil and groundwater corrective action objectives and the activities required to meet those objectives, shall be submitted to the Division on such forms as provided by the Environmental Protection Division, Georgia Department of Natural Resources. The plans must include certifications by the UST owner or operator, in the format specified, that the plans are factual and meet all the criteria and requirements of these Rules and other environmental laws and regulations of the State of Georgia. The plans must also be stamped or sealed by a Georgia-registered Professional Engineer or Professional Geologist. The Corrective Action Plan - Part A shall be submitted in lieu of the initial abatement report, the initial site characterization report, and the free product removal report, as referenced by 40 CFR 280.62(b), 280.63(b), and 280.64(d), respectively, and must be submitted to EPD within 60 days after release confirmation.
(3) A Corrective Action Plan - Part B must be submitted when one or more of the conditions listed in subparagraphs (a) through (e) below are encountered:
Table A. Petroleum Constituents and Soil Threshold Levelsa At UST corrective action sites where withdrawal points for public and nonpublic water supplies do not exist within distances defined in GUST Rule 391-3-15-.09(3): |
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CONSTITUENT |
AVERAGE OR HIGHER GROUNDWATER POLLUTION SUSCEPTIBILITY AREAb (Where public water supplies exist with 2.0 miles and/or non-public supplies exist within 0.5 miles) |
LOWER GROUNDWATER POLLUTION SUSCEPTIBILITY AREAc (Where public water supplies exist within 1.0 mile and/or non-public supplies exist within 0.25 mile) |
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VOLATILE ORGANIC COMPOUNDS |
=500 feet to withdrawal point |
>500 feet to withdrawal point |
=500 feet to withdrawal point |
>500 feet to withdrawal point |
Benzenee |
0.005 mg/kgd |
0.008 mg/kg |
0.005 mg/kg |
0.71 mg/kg |
Toluene |
0.400 mg/kg |
6.00 mg/kg |
0.400 mg/kg |
500.00 mg/kg |
Ethylbenzene |
0.370 mg/kg |
10.00 mg/kg |
0.500 mg/kg |
140.00 mg/kg |
Xylenes (total) |
20.00 mg/kg |
700.00 mg/kg |
27.00 mg/kg |
700.00 mg/kg |
POLYNUCLEAR AROMATIC HYDROCARBONS |
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Acenaphthene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Anthracene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Benz(a)anthracene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Benzo(a)pyrene |
0.660 mg/kgd |
N/Ae |
N/Ae |
N/Ae |
Benzo(b)fluoranthene |
0.820 mg/kgd |
N/Ae |
N/Ae |
N/Ae |
Benzo(g,h,i)perylene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Benzo(k)fluoranthene |
1.60 mg/kgdf |
N/Ae |
N/Ae |
N/Ae |
Chrysene |
0.660 mg/kgdf |
N/Ae |
N/Ae |
N/Ae |
Dibenz(a,h)anthracene |
1.50 mg/kgdf |
N/Ae |
N/Ae |
N/Ae |
Fluoranthene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Fluorene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Indeno(1,2,3,-c,d)pyrene |
0.660 mg/kgd |
N/Ae |
0.660 mg/kgd |
N/Ae |
Naphthalene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Phenanthrene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Pyrene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
a - |
Based on worst-case assumptions for one-dimensional vadose zone and groundwater contaminant fate and transport models. |
b - |
Based on an assumed distance of 0.5 feet between contaminated soils and the water table. |
c - |
Based on an assumed distance of 5.0 feet between contaminated soils and the water table. |
d - |
Estimated Quantitation Limit. The health-based threshold level is less than the laboratory method limit of detection. |
e - |
Not applicable. The health-based threshold level exceeds the expected soil concentration under free product condition. |
f - |
In order to protect surface waters, the soil threshold level in Table B may supersede that found in Table A. |
g - |
In the presence of other petroleum contaminants in concentrations exceeding 1.0 mg/kg the Estimated Quantitation Limit, and hence the soil threshold level, may be substantially greater, as approved by EPD. |
Table B. Petroleum Constituents and Soil Thresholda Levels At other UST corrective action sites where withdrawal points for public and nonpublic water supplies do not exist within distances defined in GUST Rule 391-3-15-.09(3): |
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CONSTITUENT |
AVERAGE OR HIGHER GROUNDWATER POLLUTION SUSCEPTIBILITY AREAb |
LOWER GROUNDWATER POLLUTION SUSCEPTIBILITY AREAe |
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VOLATILE ORGANIC COMPOUNDS |
=500 feet to surface water body |
>500 feet to surface water body |
=500 feet to surface water body |
>500 feet to surface water body |
Benzenee |
0.017 mg/kg |
0.120 mg/kg |
0.020 mg/kg |
11.30 mg/kg |
Toluene |
115.00 mg/kg |
500.00 mg/kg |
135.00 mg/kg |
500.00 mg/kg |
Ethylbenzene |
18.00 mg/kg |
140.00 mg/kg |
28.00 mg/kg |
140.00 mg/kg |
Xylenes (total) |
700.00 mg/kg |
700.00 mg/kg |
700.00 mg/kg |
700.00 mg/kg |
POLYNUCLEAR AROMATIC HYDROCARBONS |
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Acenaphthene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Anthracene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Benz(a)anthracene |
0.660 mg/kgd |
N/Ae |
N/Ae |
N/Ae |
Benzo(a)pyrene |
0.660 mg/kgd |
N/Ae |
N/Ae |
N/Ae |
Benzo(b)fluoranthene |
0.660 mg/kgd |
N/Ae |
N/Ae |
N/Ae |
Benzo(g,h,i)perylene |
0.660 mg/kgd |
N/Ae |
N/Ae |
N/Ae |
Benzo(k)fluoranthene |
0.660 mg/kgd |
N/Ae |
N/Ae |
N/Ae |
Chrysene |
0.660 mg/kgd |
N/AN/Ae |
N/Ae |
N/Ae |
Dibenz(a,h)anthracene |
0.660 mg/kgd |
N/Ae |
N/Ae |
N/Ae |
Fluoranthene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Fluorene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Indeno(1,2,3,-c,d)pyrene |
0.660 mg/kg |
N/Ae |
0.660 mg/kgd |
N/Ae |
Naphthalene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Phenanthrene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
Pyrene |
N/Ae |
N/Ae |
N/Ae |
N/Ae |
a - |
Based on worst-case assumptions for one-dimensional vadose zone and groundwater contaminant fate and transport models. |
b - |
Based on an assumed distance of 0.5 feet between contaminated soils and the water table. |
c - |
Based on an assumed distance of 5.0 feet between contaminated soils and the water table. |
d - |
Estimated Quantitation Limit. The health-based threshold level is less than the laboratory method limit of detection. |
e - |
Not applicable. The health-based threshold level exceeds the expected soil concentration under free product condition. |
f - |
In the presence of other petroleum contaminants in concentrations exceeding 1.0 mg/kg, the Estimated Quantitation Limit, and hence the solid threshold level, may be substantially greater, as approved by EPD. |
(4) If a Corrective Action Plan - Part B must be proposed in compliance with paragraph 391-3-15-.09(3) above, the full extent of groundwater and surface water contamination must be delineated and one or more of the following corrective action objectives for contaminated soil, surface water, and groundwater, as applicable, in subparagraphs (a) through (d) below must be proposed and implemented upon approval by EPD:
(5) An owner or operator may transport or provide for transportation of petroleum contaminated soil only to storage, treatment or disposal facilities which have all applicable local, state and federal permits and such facility or facilities shall be designated in the applicable corrective action plan.
(6) Upon completion of corrective action, the UST owner or operator must certify in the completion report, in the format specified, that the CAP was implemented completely and correctly and that the objectives of the corrective action have been achieved.
(7) An owner or operator conducting a corrective action with funds from a source other than the Georgia Underground Storage Tank Trust Fund, may remediate contaminated soil or groundwater to more stringent objectives than those of paragraph 391-3-15-.09(4) at the owner or operator's discretion.
(8) All determinations of petroleum contaminants in soil or groundwater must be performed in conformity with Test Methods for Evaluating Solid Waste (United States Environmental Protection Agency, Office of Solid Waste and Emergency Response, SW-846, Third Edition, as revised) or with an alternate method, as approved by EPD.
O.C.G.A. § 12-13-1, et seq.