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2900 - Site Mitigation Program
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PR0508450
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Water Quality Site Assessment• -5- • 3W75 November 1992 <br /> a. Site Soil Leachate Concentration = 10 x (Site WET Extract Concentration) <br /> b. When an assessment site soil leachate concentration is less than or equal to the <br /> background ground water concentration,regardless of whether background is <br /> greater than or less than the numerical water quality limit, the soil constituent <br /> does not threaten water quality. No further action is required for that con- <br /> stituent in that lithology, provided that the concentration does not present a <br /> risk to human health. <br /> 4. When the background ground water concentration is less than the numerical water <br /> quality limit for a constituent, the assessment site soil leachate concentration is com- <br /> pared to the numerical water quality limit to determine the threat to beneficial uses, <br /> and is compared to the background ground water level to determine the threat of <br /> ground water degradation. <br /> a. If an assessment site soil leachate concentration is greater than the numerical <br /> water quality limit (and also background in this case), the constituent not only <br /> threatens to degrade ground water, but poses a threat to beneficial uses,as <br /> well. Then, the degree of attenuation that would be necessary to protect benefi- <br /> cial uses is determined by dividing the numerical water quality limit into the <br /> assessment site soil leachate concentration. <br /> i. If the calculated degree of attenuation is available between the base of the <br /> contaminated soil and the highest level of ground water, the soil con- <br /> stituent does not threaten beneficial uses,but may threaten to degrade <br /> ground water. Further assessment is required for that constituent in that <br /> lithology per Section 4.b. below. <br /> ii. If the calculated degree of attenuation is not available between the base of <br /> the contaminated soil and highest ground water, the soil constituent <br /> threatens beneficial uses (pollution) in addition to threatening ground <br /> water quality (degradation). Then,the constituent must be remediated to <br /> below the beneficial use protective level, and to the lowest level that is <br /> technologically and economically achievable. <br /> iii. If the same contaminant is present both ground water and in overlying <br /> soils, contaminant breakthrough has occurred and no attenuative capacity <br /> is available for that constituent within overlying soils. <br /> b. If an assessment site soil leachate concentration is greater than background,the <br /> soil constituent may threaten to degrade ground water. Then, the degree of at- <br /> tenuation necessary to protect ground water quality is determined by dividing <br /> the background ground water concentration into the assessment site soil <br /> leachate concentration. <br />
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