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ARCHIVED REPORTS_XR0008213
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0504943
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ARCHIVED REPORTS_XR0008213
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Last modified
6/18/2020 12:53:26 PM
Creation date
6/18/2020 12:16:05 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008213
RECORD_ID
PR0504943
PE
2951
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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The Department of Health Services has recently developed extensive technical guidance on <br /> cleanup level determination for the prevention of toxicologic impacts on humans and other <br /> "biological receptors of concern". The procedures in this guidance, entitled The California <br /> Site Miti ation Decision Tree Manual O reflect the legislative mandates that govern the site <br /> mitigation activities of DHS and, to a large extent, those of the U.S. EPA. However, the <br /> legislative mandate to protect all present and probable future beneficial uses of waters of <br /> the State, contained in the Porter-Cologne Water Quality Control Act and policies <br /> promulgated thereunder,require the State and Regional Water Boards to approach site <br /> mitigation from a somewhat different position. The three main areas of difference between <br /> the DHS and Water Board approaches to the cleanup question are summarized in Figure l <br /> 14. The State and Regional Boards must prevent even non-toxicologic endpoints of <br /> contamination(e g,taste and odor,recreation impairment) and endpoints that do not <br /> involve biological receptors (e g.,industrial use) The State and Regional Boards may <br /> require cleanup to levels below those that appear to protect all beneficial uses of water in <br /> order to account for the incompleteness of our current knowledge of environmental fate <br /> processes and the effects of contaminants as well as to address the allocation of water <br /> resources among potential users (i.e.if an individual is permitted to contaminate a body of <br /> water up to the water quality goal,there exists no room for additional contamination). <br /> Finally, the mandate to protect probable future uses of water require the State and <br /> Regional Boards to seek cleanup of even on-site waters to levels that will permit their <br /> future use. <br /> a <br /> For the reasons stated above,it is necessary for the State and Regional Boards to have a <br /> methodology to determine cleanup levels from a perspective of beneficial use protection. <br /> The Designated Level Methodology can fill this need. The threat to water quality posed by <br /> constituents of a contaminated soil is similar to the threat posed by constituents of a solid <br /> waste in an unlined landfill or waste pile, as seen by comparing Figures 12 and 15. These <br /> two situations share the same environmental fate processes that govern constituent <br /> attenuation and the same goal of beneficial use protection. By applying analytical <br /> procedures relevant to reasonable worst-case conditions at the site to determine the <br /> concentrations of constituents that are potentially available for migration to water(see <br /> Section 3.1 above) and by deriving site-specific Designated Levels for constituents of <br /> contaminated soils, the necessity for cleanup or mitigative measures for water quality <br /> protection should be apparent. <br /> In many cases,the exceedance of Designated Levels by constituents of contaminated soils <br /> does not necessitate soil removal and re-disposal. It does indicate that mitigation measures <br /> are necessary to prevent potential water quality impacts. <br /> As in waste classification, Designated Levels derived for use as cleanup levels should <br /> reflect site and constituent-specific characteristics whenever possible. The water quality <br /> goals used in the assessment must be applicable to the present and probable future <br /> beneficial uses of the water resource being protected or cleaned-up (see Section 3.2 above). <br /> To reduce the level of uncertainty,extractable constituent concentrations from the soils <br /> should be compared with Soluble Designated Levels whenever practicable. The selection <br /> of extractant(citrate buffer or deionized water) should reflect the potential for acidic <br /> conditions at the site. Finally, care should be taken to account for the combined effects of <br /> Page 46 Designated Level Methodology <br />
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