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2900 - Site Mitigation Program
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PR0536718
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Entry Properties
Last modified
11/1/2018 7:14:07 PM
Creation date
11/1/2018 2:52:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0536718
PE
2960
FACILITY_ID
FA0021094
FACILITY_NAME
FORMER SIEBOLD CONSTRUCTION
STREET_NUMBER
820
Direction
S
STREET_NAME
AMERICAN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
14729211
CURRENT_STATUS
01
SITE_LOCATION
820 S AMERICAN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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with regulatory agency approval. The sampling locations should include biased <br /> 8. An assessment of the adequacy of the current CSM and a subsequently sampling locations to optimize detecting and delineating VOCs. Selection of <br /> revised CSM; appropriate number,locations and sampling depths are site-specific,and should <br /> 9. Data gaps identified based on revised CSM;and be based on the CSM and the project DOOs. <br /> 10.Conclusions and recommendations: Sample Depth <br /> Soil gas sample depths should be chosen to minimize the effects of changes in <br /> All engineering or geologic work(e.g.,logging continuous soil cores,soil barometric pressure,temperature,or breakthrough of ambient air from the <br /> description)should be performed or supervised by a California Registered surface and to ensure that representative samples are collected. Consideration <br /> Professional in accordance with the Business and Professions Code, should be given to source location,types of chemicals of concern,and the <br /> Chapters 7 and 12.5,and the California Code of Regulations,Title 16, lithology encountered. <br /> Chapters 5 and 29. <br /> Vapor monitoring wells should be installed at a minimumoftwo sample depths, <br /> at approximately five(5)feet below ground surface(bgs).and 10 to 15 it bgs. <br /> 2.3 Soil Gas Sampling Location and Sampling Wells/Probes Installation Variation of sample depths and the need for deeper sample locations will be <br /> evaluated based on site specific characteristics. <br /> Lithology For shallow contaminant sources of less than 10 feet bgs,collect soil gas <br /> samples immediately above the source. Samples collected at less than 5 feet <br /> Use site soil or lithologic information to select appropriate locations and depths bgs may be subject to barometric pressure effects and are more prone to <br /> for soil vapor monitoring wells. If on-site lithologic information is not available ambient air breakthrough. For deep contaminant sources,collect soil gas <br /> prior to conducting the soil gasinvestigation,at least one(1)continuously cored samples starting at 10-15 feet bgs. <br /> boring to the proposed greatest depth of the soil gas investigation should be - <br /> installed at the first sampling location,unless specifically waived or deferred by When evaluating vapor intrusion,obtain soil gas samples at appropriate depths <br /> the regulating agency. Depending on site conditions,additional continuously so that risk to human exposure can be adequately quantified. Empirical studies <br /> cored borings may be necessary. If the soil gas data are to be used for human indicate that shallow soil gas measurements at 5 feet bgs may not be indicative <br /> health risk assessment or vapor intrusion assessment,the lithology/geology of soil gas concentrations under buildings(Hers et al.,2006;DiGiulio and Cody, <br /> should be understood and documented in an appropriate level of detail. 2006). These studiessuggest that soil gas samples collected at depth of 10 to <br /> Geotechnical information required to be collected for vapor intrusion risk 15 feet are a better indicator of vapor intrusion risk than samples collected at 5 <br /> assessment purposes can be found in the DTSC Vapor Intrusion Guidance feet bgs when the source depth is greater than 15 feet bgs. Numerical modeling <br /> (Cal/EPA;-2005,Appendix H). A statistically sufficient number of geotechnical also suggests this relationship(Abreu and Johnson,2005;Abreu et al,2006). <br /> samples should be collected for vapor intrusion(i.e.,Johnson&Ettinger) Hence,risk quantified with shallow soil gas measurements(5 feet bgs)using the <br /> modeling used for the risk assessment. Johnson and Ettinger(1991)model may yield estimates that are biased low if the <br /> Prepare lithologic logs prepared for all borings,soil matrix sampling,and soil gas is from a deep source, <br /> geotechnical sampling. Information gathered from the continuously cored For vapor intrusion evaluations,soil gas sample depth is dependent on the depth <br /> borings may include soil physical parameters,geotechnical data and contaminant of the contaminants. Deeper sampling would be needed when evaluating <br /> data. Use information collected from borings to modify the CSM. Provide all buildings with basements(Abreu or al.,2006). - <br /> boring logs to the agency. <br /> Sample Spacing Vertical Profiling <br /> Vertical profiling is achieved by collecting soil gas samples at varying depths in a <br /> Sample spacing should be in accordance with the study design rationale single location,or by using closely spaced vapor monitoring wells installed at <br /> provided in the workplan,and may be modified based on site-specific conditions varying depths. Use vertical profiling in areas where significant contaminant <br /> concentrations are identified.The objectives of vertical profiling are to: <br /> 3/3/2010 -17- 3/3/2010 -18- <br />
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