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_ .7 Lone Palm Avenue, Suite 201B <br />Modesto, CA 95351 <br />Telephone 209-579-2221 <br />Fax 209-579-2225 <br />www.atcgroupservices.com ENVIRONMENTAL • GEOTECHNICAL <br />BUILDING SCIENCES • MATERIALS TESTING <br />types encountered and sample collection intervals will be recorded on boring logs. Soil samples will be <br />collected continuously, field screened with a Photoionization Detection (PID) meter, and two soil samples <br />from each of the borings will be submitted for laboratory analyses. <br />Following the advancement of each soil boring to the maximum depth, the direct push rods will be <br />removed and the annulus will be measured to verify an open hole to the specified depth. If an open hole <br />to the specified depth can be verified, approximately six inches of sand pack will be placed into the base <br />of the annulus and a one-inch long filter screen attached to approximately seven feet of 1/4-inch outside <br />diameter Teflon or Nylaflow® tubing will be placed inside the annulus. The remaining annulus will be <br />filled according to DTSC guidelines and RWQCB specifications. A traffic rated well box at least four <br />inches in diameter will then be installed flush with the paved ground surface over the soil vapor probe. <br />Soil Vapor Sampling Methodology <br />In an effort to appropriately conduct soil vapor sampling on site, ATC will follow the guidelines <br />established by the Los Angeles Regional Water Quality Control Board (LA RWQCB) and the Department <br />of Toxic Substances Control (DTSC) in documents entitled Advisory — Active Soil Gas Investigations - <br />FINAL, dated July 2015, and Final — Guidance for the Evaluation and Mitigation of Subsurface Vapor <br />Intrusion to Indoor Air, dated October 2011. <br />Each soil vapor point will be sampled after no less than 48 hours following installation to allow grout to <br />set completely. Consideration of rain, snow, or mixed precipitation will also affect the sampling schedule, <br />as the pavement at the site is generally old and somewhat porous. <br />Soil Vapor Sample Collection <br />In preparation for sampling, the above ground sample equipment, provided by the analytical laboratory <br />and fitted with a 200 ml/minute flow restrictor and pressure gauge, will be assembled with separate <br />purging and sampling ports and tested for leaks using a five-minute shut-in test of each sampling <br />manifold. All external valves are closed during the shut-in test and the purge syringe is drawn until 10- <br />15 inches of mercury (inHg) are showing on the integral gauge. The valve to the syringe is then closed <br />and the pressure gauge observed for several minutes to determine if the vacuum in the sampling manifold <br />is maintained. If signs of a leak are observed, adjustments are made and a new shut-in test conducted. <br />Three purge volumes, using a 60-millimeter (m1) syringe, will be removed from the vapor probe assembly <br />at each location. The purge volume will be calculated based on the internal volume of tubing and annular <br />space around the probe tip and the tubing volume of the above ground assembly. Because an on-site lab <br />is not being employed, a purge volume test will not be conducted. <br />Once purging is complete, a 400 ml Summa canister will be connected to the vapor probe assembly and <br />samples collected. Prior to sampling, a leak check compound derived from commercial computer "dust- <br />off' spray (such as 1,1-Difluoroethane [1,1 DFA], or similar) will be applied to clean cloths and used to <br />monitor leaks within the above ground vapor probe assembly. The "dust-off' spray will be sprayed into <br />a plastic bag containing several cotton cloths. The cloths will be placed adjacent to, but not touching, <br />S: \62596 \ reports \SVIS_WP_ADD-2016.doc <br /> 2 ATC