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2900 - Site Mitigation Program
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PR0542201
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COMPLIANCE INFO
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Last modified
6/1/2021 4:35:41 PM
Creation date
6/1/2021 4:13:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0542201
PE
2960
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
01
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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ADVISORY - ACTIVE SOIL GAS INVESTIGATIONS <br />A sufficient number of sub-slab sampling events should be conducted to account <br />for seasonal and spatial variability. At a minimum, two sub-slab sampling events <br />are warranted before a final risk determination is made. <br />Upon completion of all sampling, the sub-slab probes should be properly <br />decommissioned. The probe tip, probe tubing, bentonite, and grout should be <br />removed by over-drilling. The borehole should be filled with grout and concrete <br />patch material. Surface restoration should include a follow-up visit for final <br />sanding and finish work to restore the floor slab, and associated coverings, to <br />their original condition. <br />At least two sub-slab probes should be installed at each residential structure, with one <br />probe installed in the center of the building's foundation. The probes should be installed <br />in inconspicuous areas, such as utility closets or beneath stairs. Sub-slab probes should <br />not be installed near the edges of the foundation due to the effects of wind on the <br />representativeness of contaminant concentrations (Luo et al., 2009). <br />Numerous sub-slab sampling devices, are commercially available. Cal/EPA encourages <br />the use of innovative technologies as long as the devices are capable of meeting project <br />DQ0s and established performance criteria. Accordingly, sampling procedures <br />recommended in this Advisory should be followed when using innovative technologies. <br />3.6.1 High Purge Volume Sub-Slab Sampling <br />Extracting a large volume of soil gas from beneath a foundation may provide <br />representative average concentrations that minimize spatial variability in the data and <br />can minimize the possibility of missing an area of elevated concentrations when using <br />multiple discrete sampling points. Unlike conventional sub-slab sampling, high purge <br />volume (HPV) testing provides information over a broader area by removing a larger <br />volume of soil gas. The volume of gas beneath a typical residence in the engineered <br />subgrade fill is a few thousand liters. In this context, the volumes of sub-slab soil gas <br />samples currently collected for vapor intrusion assessments are very small, and larger <br />samples may provide more spatially averaged concentrations. Examples of high purge <br />volume methods can be found in Lewis and others (2004) and McAlary and others <br />(2010). <br />HPV sampling consists of extracting sub-slab soil gas at a slow, constant rate of five to <br />ten liters per minute, or higher if warranted, and collecting a soil gas sample after about <br />two hours. Hence, over five hundred liters of sub-slab gas can be removed prior to <br />sample collection using the HPV technique. The use of HPV sampling should be based <br />on the site conditions and the project DQ0s. All HPV sampling should follow the <br />recommendations in this Advisory concerning leak checking, shut-in testing, and DQ0s. <br />As HPV sampling becomes further developed, quantitatively accurate results for <br />contaminant concentrations can be achieved and the HPV samples can be used in <br />quantitative risk assessments. <br />When utilizing HPV at a site, the protocols within McAlary and others (2010) should be <br />followed. Some items to consider when using HPV are as follows: <br />July 2015 17
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