No. 27198 (Amendment): R311-205. Underground Storage Tanks: Site Assessment Protocol  

  • DAR File No.: 27198
    Filed: 05/29/2004, 08:56
    Received by: NL

     

    RULE ANALYSIS

    Purpose of the rule or reason for the change:

    This rule is being amended to reduce redundancy, and to clarify the requirements for conducting a proper site assessment for underground storage tank (UST) closures and leaking underground storage tank (LUST) site investigations.

     

    Summary of the rule or change:

    Section R311-205-2 is being modified to clarify appropriate laboratory analytical methods to be used when testing environmental samples for contaminant levels, and to simplify the redundant language used throughout the text. Similar site assessment requirements for tanks, piping, and dispenser islands have been consolidated to reduce redundancy. Some nonsubstantive language has been added or deleted to make the requirements easier to understand. Subsection R311-205-2(c) is being modified to simplify redundant language used throughout the text. Some nonsubstantive language has been added or deleted to make the requirements easier to understand. In Subsection R311-205-2(d), analytical requirements have been expanded for testing of an "unknown" product type. Typically, property transactions involving lending institutions are increasingly becoming more concerned with long-term liability, environmental cleanup costs and regulatory site closure. Therefore, it is important to determine the characteristics of the contaminants where it is not known what type of petroleum product was released. To assist prospective purchasers, current landowners, and lending institutions in minimizing their long-term liability concerns, the Division is requiring an unknown substance to be fully analyzed for the entire spectrum of possible petroleum-related contaminants.

     

    State statutory or constitutional authorization for this rule:

    Sections 19-6-205 and 19-6-413

     

    This rule or change incorporates by reference the following material:

    Analytical Methods for Environmental Sampling at Underground Storage Tanks Sites in Utah (July 2004); and EPA Compendium of ERT Surface Water and Sediment Sampling Procedures, January 1991

     

    Anticipated cost or savings to:

    the state budget:

    Since this rule simply streamlines an existing program, there are no anticipated increases in staff time or administrative expenditures, and as such, there is no cost or savings anticipated at the state level for continued administration of the program.

     

    local governments:

    Since this rule simply streamlines an existing program, there are no anticipated increases in staff time or administrative expenditures, and as such, there is no cost or savings anticipated at the local level for continued administration of the program.

     

    other persons:

    The aggregate cost on a per year basis is approximately $3,000 (e.g., 10 unknown tanks found at $300 per tank for the additional laboratory analytical testing) for sampling for additional petroleum products when it is an "unknown" tank. However, unknown tanks are rarely found and when they are, a full analytical screening up-front will reduce later costs for remobilizing to the site to collect additional samples to test for the complete spectrum of contaminants as they are currently doing at the request of prospective purchasers or lending institutions.

     

    Compliance costs for affected persons:

    There will be an initial increase in costs by approximately $130 - $150 per sample or $260 - $300 per tank for persons sampling for additional petroleum products when it is an "unknown" tank. However, unknown tanks are rarely found and when they are, a full analytical screening up-front will reduce later costs for remobilizing to the site to collect additional samples to test for the complete spectrum of contaminants as they are currently doing at the request of prospective purchasers or lending institutions.

     

    Comments by the department head on the fiscal impact the rule may have on businesses:

    This amended rule will help clarify the minimum requirements for conducting proper sampling methodologies at both UST and leaking underground storage tank sites by reducing redundant language and being more specific on analytical requirements for testing at UST sites where the prior usage is unknown or unclear. Dianne R. Nielson, Ph.D., Executive Director

     

    The full text of this rule may be inspected, during regular business hours, at the Division of Administrative Rules, or at:

    Environmental Quality
    Environmental Response and Remediation
    168 N 1950 W
    SALT LAKE CITY UT 84116-3085

     

    Direct questions regarding this rule to:

    Gary Astin at the above address, by phone at 801-536-4103, by FAX at 801-359-8853, or by Internet E-mail at gastin@utah.gov

     

    Interested persons may present their views on this rule by submitting written comments to the address above no later than 5:00 p.m. on:

    07/15/2004

     

    Interested persons may attend a public hearing regarding this rule:

    7/06/2004 at 1:30 PM, Department of Environmental Quality, 168 N 1950 W, Room 101, Salt Lake City, UT

     

    This rule may become effective on:

    08/16/2004

     

    Authorized by:

    Dianne R. Nielson, Executive Director

     

     

    RULE TEXT

    R311. Environmental Quality, Environmental Response and Remediation.

    R311-205. Underground Storage Tanks: Site Assessment Protocol.

    R311-205-1. Definitions.

    Definitions are found in [Section]Rule R311-200.

     

    R311-205-2. Site Assessment Protocol.

    (a) General Requirements.

    (1) [For all locations that have underground storage tanks regulated by 40 CFR 280, and require a]When a site assessment or site check is required, pursuant to 40 CFR 280[, Subparts E, F, or G]or Subsection 19-6-428(3), owners or operators shall perform or commission to be performed a site assessment or a site check according to the protocol outlined in [Section]Rule R311-205 or equivalent, as approved by the Executive Secretary. [This protocol is a minimum requirement which does not prohibit the collecting of additional samples when needed and is intended to support and supplement requirements of 40 CFR 280, Parts 280.52 and 280.72. ]Additional environmental samples must be collected when contamination is found, suspected, or as requested by the Executive Secretary.[ Samples shall be collected in a manner that will detect a release from any portion of the UST.]

    (2) Groundwater samples shall be collected in accordance with the "EPA RCRA Ground-water Monitoring Technical Enforcement Guidance Document" (OSWER Directive 9950.1), 1986 or as determined by the Executive Secretary. Surface water samples shall be collected in accordance with protocol established in the ["Utah Water Quality Monitoring Manual", 1986, or in "EPA Test Methods for Evaluating Solid Waste", SW-846, Vol. 2 Field Manual, Section 9.31-9.79]"EPA Compendium of ERT Surface Water and Sediment Sampling Procedures" January 1991, or as determined by the Executive Secretary. Soil samples shall be collected in accordance with the "EPA Description and Sampling of Contaminated Soils, A Field Pocket Guide", November 1991 or as determined by the Executive Secretary.

    ([2]3) Owners and operators must document and report to the Executive Secretary sample types, sample locations and depths, field and sampling measurement methods, the nature of the stored substance, the type of backfill and native soil, the depth to groundwater, and other factors appropriate for identifying the [presence, the ]source area and the degree and extent of subsurface soil and groundwater contamination.[ This documentation and reporting is required for UST closures pursuant to 40 CFR 280, Subpart G, and for any abatement, investigation or assessment, monitoring, remediation or corrective action activities performed to fulfill release response and remediation requirements of 40 CFR 280, Subparts E and F.

    (3) Owners and operators must comply with site assessment protocols, documentation and reporting requirements stipulated in Sections R311-205-2(a)(1) and (2) and with the testing and site check requirements in R311-205-2(c) when applying to participate in the Petroleum Storage Tank Trust Fund Program following a period of lapse or non-participation in the Fund. This site assessment, documentation and reporting is required for sites re-applying for fund participation pursuant to Section 19-6-428(3)(a)].

    (4) The owner or operator shall report the discovery of any release or suspected release to the Executive Secretary within twenty-four hours. Owners or operators shall begin release investigation and confirmation steps in accordance with 40 CFR 280, Subpart E upon suspecting a release. Owners or operators shall begin release response and corrective action in accordance with 40 CFR 280, Subpart F upon confirming a release.

    (5) All environmental samples shall be collected by a certified groundwater and soil sampler who meets the requirements of [Section]Rule R311-201. The certified groundwater and soil sampler shall record the depth below grade and location of each sample collected to within one foot.

    (6) All environmental samples [must]shall be analyzed within the time frame allowed, in accordance with Table 4.1 of the "EPA RCRA Ground-water Monitoring Technical Enforcement Guidance Document" (OSWER Directive 9950.1), by a Utah Certified Environmental Laboratory approved by the Executive Secretary. Soil samples must be corrected for moisture, if necessary, with percent moisture reported to accurately represent the level of contamination.

    (7) Environmental samples for UST permanent closure or change in service shall be collected according to the protocol outlined in Subsection R311-205-2(b), after the UST system is emptied and cleaned and after the closure plan has been approved.

    (8) Environmental confirmation samples are required following overexcavation of soils. Confirmation samples shall be taken at locations and depths sufficient to detect the presence, extent and degree of a release from any portion of the UST in accordance with 40 CFR 280, Subparts E, F and G. Additional confirmation samples may be required as determined by the Executive Secretary.

    (9) Upon confirming a release, a site assessment report, an updated site plat, analytical laboratory results, chain of custody forms, and all other applicable documentation required by 40 CFR 280, Subparts E and F, following any abatement, investigation or assessment, monitoring, remediation or corrective action activities, shall be submitted to the Executive Secretary within the specified time frames as outlined in compliance schedules.

    (10) When conducting environmental sampling to satisfy the requirements of 40 CFR 280, subparts E and F, soil classification samples to determine native soil type shall be collected at locations and depths as outlined in compliance schedules, or as determined by the Executive Secretary. Techniques of the Unified Soil Classification such as a sieve analysis or laboratory classification, or a field description from a qualified individual as determined by the Executive Secretary, may be used to satisfy requirements of determining native soil type.

    ([9]11) Other types of environmental or quality assurance samples may be required as determined by the Executive Secretary.

    (b) Site Assessment Protocol for UST Closure.

    [(1) When UST testing is required, the owner or operator shall test the underground storage tanks and product piping for tightness according to standards established in 40 CFR 280, Subpart D. If the test indicates a release has occurred from the tank or product piping, then the tank or product piping shall be closed in compliance with 40 CFR 280, Subpart G, and R311-204, or repaired, or replaced. Tanks and product piping which are repaired or replaced shall be retested to demonstrate that the tanks or product piping are no longer releasing product. Owners or operators shall begin release investigation and confirmation steps in accordance with 40 CFR 280, Subpart E upon suspecting a release, and release response and corrective action in accordance with 40 CFR 280, Subpart F upon confirming a release.

    (2) Tank excavation.]

    ([A]1) [In-place evaluations. For facilities undergoing in-place evaluations with one tank, a minimum of two soil samples, one from each end of the tank,]The appropriate number of environmental samples, as described in Subsection R311-205-2(b)(4) shall be collected in native soils, below the [tank ]backfill material, and as close as technically feasible to [each end of ]the tank, piping or dispenser island. Any other samples required by Subsection R311-205-2(a)[(1)] must also be collected. [For facilities undergoing in-place evaluations with two or more tanks adjacent to one another, a minimum of four soil samples shall be collected in native soils, below the tank backfill material, one at each corner of the tank area, and as close to the tank ends as is technically feasible. Any other samples required by Section R311-205-2(a)(1) must also be collected. ]Soil samples shall be collected from a depth of zero to two feet below the [tank] backfill and native soil interface. If groundwater is contacted in the process of collecting the soil samples, [then a minimum of one groundwater sample and one soil sample,]the soil samples required by Subsection R311-205-2(b)(4) shall be collected from the unsaturated zone immediately above the capillary fringe.[, shall be collected at each end of the tank area.] Groundwater samples shall be collected using proper surface water collection techniques, [or ]from a properly installed groundwater monitoring well, or as [established]determined by the Executive Secretary. All environmental samples shall be analyzed using [methodologies]the appropriate analytical methods outlined in Subsection R311-205-2(d).

    (2) One soil classification sample to determine native soil type shall be collected at the same depth as indicated for environmental samples, at each tank and product piping area. For all dispenser islands, only one representative sample to determine native soil type is required[ as indicated for environmental samples to determine native soil type]. Techniques of the Unified Soil Classification such as a sieve analysis or laboratory classification [may]shall be used to satisfy requirements of determining native soil type when taking samples for UST closure.

    (3) For purposes of complying with Rule R311-205, for tanks or piping to be removed, closed in-place or that undergo a change in service, a tank or product piping area is considered to be an excavation zone or equivalent volume of material containing one, or more than one immediately adjacent, UST or piping run.

    (4) Environmental Sampling Protocol for UST closures:

    (A) For a tank area containing one UST, one soil sample shall be collected at each end of the tank. If groundwater is contacted during the process of collecting soil samples, a minimum of one groundwater and one soil sample shall be collected from each end of the tank.

    (B) For a tank area containing more than one UST, one soil sample shall be collected from each corner of the tank area. If groundwater is contacted during the process of collecting soil samples, a minimum of one groundwater and one soil sample shall be collected from each end of the tank area.

    (C) Product piping samples shall be collected from each product piping area, at locations where leaking is most likely to occur, such as joints, connections and fittings, at intervals which do not allow more than 50 linear feet of piping in a single piping area to go unsampled. If groundwater is contacted during the process of collecting soil samples, a minimum of one groundwater and one soil sample shall be collected from each piping area where groundwater was encountered.

    (D) For dispenser islands, environmental samples shall be collected from the middle of each dispenser island. Additional environmental samples shall be collected at intervals which do not allow more than 25 linear feet of dispenser island piping to go unsampled. If groundwater is contacted during the process of collecting soil samples, a minimum of one groundwater and one soil sample shall be collected from each dispenser island where groundwater was encountered.

    [(B) Closure by removal evaluations. For facilities which have excavation zones with one tank, a minimum of two soil samples, one from each end of the tank, shall be collected in native soils, below the tank backfill material, and as close as technically feasible to each end of the tank. Any other samples required by Section R311-205-2(a)(1) must also be collected. For facilities which have excavation zones with two or more tanks adjacent to one another, a minimum of four soil samples shall be collected in native soils, below the tank backfill material, one at each corner of the tank excavation, and as close to the tank ends as is technically feasible. Any other samples required by Section R311-205-2(a)(1) must also be collected. Soil samples shall be collected from a depth of zero to two feet below the tank backfill and native soil interface. If groundwater is contacted in the process of collecting the soil samples, then a minimum of one groundwater sample and one soil sample, collected from the unsaturated zone immediately above the capillary fringe, shall be collected at each end of the tank excavation. Groundwater samples shall be collected using proper surface water collection techniques or from a properly installed groundwater monitoring well as established by the Executive Secretary. All environmental samples shall be analyzed using methodologies outlined in Section R311-205-2(d). One soil sample shall be collected at the same depth as indicated for environmental samples to determine native soil type. Techniques of the Unified Soil Classification such as a sieve analysis or laboratory classification may be used to satisfy requirements of determining soil type.

    (3) Dispenser islands.

    (A) In-place evaluations. Environmental samples shall be collected at locations as close to where the piping enters the dispenser islands as is possible. An environmental sample shall be collected at each dispenser island in a location as to never allow more than 25 linear feet of piping in a single excavation to go unsampled. Any other samples required by Section R311-205-2(a)(1) must also be collected. Soil samples shall be collected from a depth of zero to two feet beneath the product piping backfill material and native soil interface or as close to the product piping as is technically feasible in native soils. If groundwater is contacted in the process of collecting the soil samples, then a minimum of one groundwater sample and one soil sample, collected from the unsaturated zone immediately above the capillary fringe, shall be collected. Groundwater samples shall be collected using proper surface water collection techniques or from a properly installed groundwater monitoring well as established by the Executive Secretary. All environmental samples shall be analyzed using methodologies outlined in Section R311-205-2(d). One soil sample shall be collected at the same depth as indicated for environmental samples to determine native soil type. Techniques of the Unified Soil Classification such as a sieve analysis or laboratory classification may be used to satisfy requirements of determining soil type.

    (B) Closure by removal evaluations. Environmental samples shall be collected at locations as close to where the piping enters the dispenser islands as is possible. An environmental sample shall be collected at each dispenser island in a location as to never allow more than 25 linear feet of piping in a single excavation to go unsampled. Any other samples required by Section R311-205-2(a)(1) must also be collected. Soil samples shall be collected from a depth of zero to two feet beneath the product piping backfill material and native soil interface or as close to the product piping as is technically feasible in native soils. If groundwater is contacted in the process of collecting the soil samples, then a minimum of one groundwater sample and one soil sample, collected from the unsaturated zone immediately above the capillary fringe, shall be collected. Groundwater samples shall be collected using proper surface water collection techniques or from a properly installed groundwater monitoring well as established by the Executive Secretary. All environmental samples shall be analyzed using methodologies outlined in Section R311-205-2(d). One soil sample shall be collected at the same depth as indicated for environmental samples to determine native soil type. Techniques of the Unified Soil Classification such as a sieve analysis or laboratory classification may be used to satisfy requirements of determining soil type.

    (4) Product piping.

    (A) In-place evaluations. One product piping soil sample shall be collected at each piping excavation in an area where leaking is most likely to occur such as joints, connections and fittings, and at intervals to never allow more than 50 linear feet of piping in a single excavation to go unsampled. Any other samples required by Section R311-205-2(a)(1) must also be collected. Soil samples shall be collected from a depth of zero to two feet beneath the product piping backfill material and native soil interface or as close to the product piping as is technically feasible in native soil. If groundwater is contacted in the process of collecting the soil samples, then a minimum of one groundwater sample and one soil sample, collected from the unsaturated zone immediately above the capillary fringe, shall be collected. Groundwater samples shall be collected using proper surface water collection techniques or from a properly installed groundwater monitoring well as established by the Executive Secretary. All environmental samples shall be analyzed using methodologies outlined in Section R311-205-2(d). One soil sample shall be collected at the same depth as indicated for environmental samples to determine native soil type. Techniques of the Unified Soil Classification such as a sieve analysis or laboratory classification may be used to satisfy requirements of determining soil type.

    (B) Closure by removal evaluations. One product piping soil sample shall be collected at each piping excavation in an area where leaking is most likely to occur such as joints, connections and fittings, and at intervals to never allow more than 50 linear feet of piping in a single excavation to go unsampled. Any other samples as required by Section R311-205-2(a)(1) must also be collected. Soil samples shall be collected from a depth of zero to two feet beneath the product piping backfill material and native soil interface or as close to the product piping as is technically feasible in native soils. If groundwater is contacted in the process of collecting the soil samples, then a minimum of one groundwater sample and one soil sample, collected from the unsaturated zone immediately above the capillary fringe, shall be collected. Groundwater samples shall be collected using proper surface water collection techniques or from a properly installed groundwater monitoring well as established by the Executive Secretary. All environmental samples shall be analyzed using methodologies outlined in Section R311-205-2(d). One soil sample shall be collected at the same depth as indicated for environmental samples to determine native soil type. Techniques of the Unified Soil Classification such as a sieve analysis or laboratory classification may be used to satisfy requirements of determining soil type.]

    (c) [Testing and ]Site Check Requirements for Re-applying to Participate in the Petroleum Storage Tank Trust Fund Program[ following a Period on Non-participation or Applying for Reinstatement in the Fund Program following a Period of Lapse].

    (1) Owners or operators [of sites ]wishing to re-apply for participation in the Petroleum Storage Tank Trust Fund Program following a period of lapse or non-participation[, must] shall perform a tank tightness test and site check pursuant to Subsection 19-6-428(3)(a). The tank tightness test and site check [must]shall be consistent with requirements for testing and site assessment as defined under 40 CFR 280, Subparts D and E.

    [(A) The owner or operator shall test the underground storage tanks and product piping for tightness according to standards established in 40 CFR 280, Subpart D. If the test indicates a release has occurred from the tank or product piping, then the tank or product piping shall be closed in compliance with 40 CFR 280, Subpart G, and R311-204, or repaired, or replaced. Tanks and product piping which are repaired or replaced shall be retested to demonstrate that the tanks or product piping are no longer releasing product. Owners or operators shall begin release investigation and confirmation steps in accordance with 40 CFR 280, Subpart E upon suspecting a release, and release response and corrective action in accordance with 40 CFR 280, Subpart F upon confirming a release.

    (B) A site check, consistent with the site assessment standards defined in 40 CFR 280, Subpart E, must be performed.]

    ([i]2) The owner or operator shall develop or commission to have developed a site check plan outlining the intended sampling program. The Executive Secretary [must]shall review and approve the site check plan prior to its implementation. [At a minimum, the site check must evaluate soils around and beneath all elements of the underground storage tank systems, including tanks, piping and dispensers, for potential evidence of contamination from petroleum releases. A sufficient number of soil samples shall be collected to be representative of soil conditions around the underground storage tank systems, and to assure, within practical limitations, that contamination is discovered, if present. In addition to soil samples, groundwater samples must be collected when groundwater is encountered during the process of soil sampling. Soil and groundwater sampling protocols, documentation and reporting requirements must conform to 40 CFR 280, Subparts E and F.

    (ii) ]The site check [must]shall meet the [provisions for minimum ]sampling requirements for USTs, dispensers and piping as defined [for in-place closures ]in Subsection[s] R311-205-2(b)[(2)(A), R311-205-2(b)(3)(A), and R311-205-2(b)(4)(A), respectively], or as determined by the Executive Secretary on a site-specific basis. Additional sampling may be required by the Executive Secretary based on review of the proposed site check plan and site specific conditions.[

    (2) All technical services for tank tightness testing and site checks provided under Section R311-205-2(c) must be performed by appropriately qualified and certified individuals as defined in Section R311-201-2.]

    (d) Laboratory Analyses of Environmental Samples.

    (1) Environmental samples which have been collected to determine levels of contamination from underground storage tanks shall be analyzed using appropriate laboratory analytical methods as referenced in the [March 31, 1999 "Table of Analytical Methods for Sampling"]"Analytical Methods for Environmental Sampling at Underground Storage Tank Sites in Utah (July 2004)", or as determined by the Executive Secretary.

    (2) Environmental samples which have been collected to determine levels of contamination by gasoline shall be analyzed for total petroleum hydrocarbons (purgeable TPH as gasoline range organics C6 - C10),benzene, toluene, ethylbenzene, [and ]xylenes and naphthalene (BTEXN), and for methyl tertiary butyl ether (MTBE).

    (3) Environmental samples which have been collected to determine levels of contamination by diesel fuel shall be analyzed for total petroleum hydrocarbons (extractable TPH as diesel range organics C10 - C28), benzene, toluene, ethylbenzene, xylenes and naphthalene (BTEXN).

    (4) Environmental samples which have been collected to determine levels of contamination by used oil shall be analyzed for oil and grease (O and G) or total recoverable petroleum hydrocarbons (TRPH); and for benzene, toluene, ethylbenzene, xylenes, naphthalene (BTEXN); methyl tertiary butyl ether (MTBE); and halogenated volatile organic compounds (VOX).

    (5) Environmental samples which have been collected to determine levels of contamination by new oil shall be analyzed for oil and grease (O and G) or total recoverable petroleum hydrocarbons (TRPH).

    (6) Environmental samples which have been collected to determine levels of contamination from underground storage tanks which contain substances other than or in addition to petroleum shall be analyzed for appropriate constituents as determined by the Executive Secretary.

    (7) Environmental samples which have been collected to determine levels of contamination for an unknown petroleum product type shall be analyzed for total petroleum hydrocarbons (purgeable TPH as gasoline range organics C6 - C10); total petroleum hydrocarbons (extractable TPH as diesel range organics C10 - C28); oil and grease (O and G) or total recoverable petroleum hydrocarbons (TRPH); benzene, toluene, ethylbenzene, xylenes and naphthalene (BTEXN) and methyl tertiary butyl ether (MTBE); and for halogenated volatile organic compounds (VOX).

    ([7]8) All original laboratory sample results must be returned to the certified groundwater and soil sampler or certified UST consultant to verify all chain of custody protocols, including holding times and analytical procedures, were properly followed. Environmental samples shall be collected and transported under chain of custody according to EPA methods as approved by the Executive Secretary.

    ([8]9) Reporting limits used by laboratories analyzing environmental samples taken under this rule shall be below recommended cleanup levels for the contaminated media under study. Environmental samples shall be analyzed with the least possible dilution to ensure reporting limits are below recommended cleanup levels to the extent possible. If more than one determinative analysis is performed on any given environmental sample, the final dilution factor used and the reporting limit must be reported by the laboratory. As an alternative to diluting environmental samples, the laboratory shall consider using appropriate analytical cleanup methods and describe which analytical cleanup methods were used to eliminate or minimize matrix interference. Any analytical cleanup method used must not eliminate the contaminant of concern or target analyte.[

    (e) Recordkeeping.

    (1) The certified groundwater and soil sampler shall record the approximate depth below grade and location of each and every sample collected to within one foot.

    (2) A copy of the site plat, analytical laboratory results, chain of custody forms, and the closure notice as outlined in Section R311-204-4 shall be submitted to the Executive Secretary within 90 days after tank closure.

    (3) Upon confirming a release, a site assessment report, an updated site plat, additional analytical laboratory results, chain of custody and any other applicable documentation required by 40 CFR 280, Subparts E and F, following any abatement, investigation or assessment, monitoring, remediation or corrective action activities, shall be submitted to the Executive Secretary within the specified time frames as outlined in compliance schedules.]

     

    KEY: hazardous substances, petroleum, underground storage tank[*]

    [October 4, 1999]2004

    Notice of Continuation March 6, 2002

    19-6-205

    19-6-413

     

     

     

     

Document Information

Effective Date:
8/16/2004
Publication Date:
06/15/2004
Filed Date:
05/29/2004
Agencies:
Environmental Quality,Environmental Response and Remediation
Rulemaking Authority:

Sections 19-6-205 and 19-6-413

 

Authorized By:
Dianne R. Nielson, Executive Director
DAR File No.:
27198
Related Chapter/Rule NO.: (1)
R311-205. Underground Storage Tanks: Site Assessment Protocol.