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WO <br /> B. Permanent and temporary probes using direct-push techniques <br /> Permanent sampling probes can be installed with a direct-push rig (e.g., Geoprobel). <br /> Slam bar techniques should not be used. Using a single direct-push point that is sampled <br /> for soil vapor and then immediately pushed to the next depth interval for further sampling <br /> is prohibited for human health risk assessment since this method does not allow for <br /> multiple samples to be obtained from a given interval over a specified time period (e.g., <br /> months). Human health risk assessment purposes require an individual, permanent soil <br /> vapor sampling probe for each depth interval sampled. A multilevel direct-push probe <br /> installation for human health risk assessment simply consists of a series of single-level <br /> probes located within a short lateral distance of each other(i.e.,5 2 ft). These probes can <br /> be sampled multiple times to develop time series plots of soil vapor VOC and fixed gas <br /> (e.g., 02, CO2) concentrations and to investigate biodegradation as a function of depth. <br /> Soil vapor surveys using direct push techniques (non-permanent installations) are <br /> sometimes useful in determining the depth and location of subsequent, permanently <br /> installed sampling probes for human health risk assessment. <br /> A drawback to using direct-push probes for multilevel sampling is that a larger footprint <br /> is needed for installation compared to auger techniques. Also, direct-push installations <br /> can fail if the subsurface contains cobbles or is rigid. Furthermore, it may be difficult or <br /> impossible to obtain sediment samples for chemical and physical analyses using direct- <br /> push techniques, and it is difficult to install sand packs and seals through direct-push <br /> rods. However, direct-push probes can be installed more quickly than augered <br /> installations, and disruption of the subsurface is minimized, resulting in shorter required <br /> re-equilibration times prior to soil vapor sampling. Direct-push installations are optimal <br /> when shallow-depth (e.g., 5 ft) soil vapor samples are required, or when soil vapor <br /> samples are analyzed at an on-site, mobile laboratory, thus enabling real-time, on-site <br /> adjustments to a sampling program. <br /> Prior to commencing drilling, it is critical to review the site groundwater elevation data to <br /> determine the highest historic groundwater elevation in the vicinity of the soil vapor <br /> sampling probe. Permanent probes must be installed so that the vapor sampling screen is <br /> situated 2 to 3 ft above the highest historically measured groundwater elevation. This <br /> will reduce the likelihood that the probe will be submerged during periods of high <br /> groundwater elevation, and will enable the probe to sample that portion of the subsurface <br /> with potentially highest soil vapor VOC concentrations (i.e., a conservative sample). <br /> Temporary probes should be installed approximately 1 ft above the existing water table <br /> or at any other designated depth in the vadose zone. <br /> Direct-push techniques involve using a truck-mounted hydraulic ram to push hollow <br /> metal rods equipped with a drive point to a designated depth. There are two common <br /> methods of installation: 1) permanent implants (tubular screen probes), and 2) the Post <br /> Run Tubing System(PRT). <br /> ETC Soil Vapor Sampling Technical Toolkit 8 <br /> Version 1.4,September 7,2005 <br />