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WORK PLAN FOR ADDITIONAL SOIL VAPOR SURVEY <br /> Proposed Assessment Activities <br /> May 30, 2014 <br /> approximately 200 ml).This purge rate is recommended to limit stripping, prevent <br /> ambient air from diluting the samples, and to reduce the variability of purging rates. At <br /> each soil gas sample location target depth, the appropriate volume of "stagnant air", <br /> based on the results of the purge volume test, will be purged. <br /> Potential intrusion of atmospheric air into the sampling train can dilute the samples and <br /> compromise integrity. Furthermore, contaminants in ambient air can also enter the <br /> sampling system and may be interpreted as a false detect. Accordingly, leak tests of <br /> the sampling train will be conducted using a shroud apparatus with helium as a tracer <br /> gas.The laboratory will be notified of the selected tracer gas prior to sampling. The <br /> purged vapor and the concentration of helium in the shroud is measured using a <br /> portable helium detector (Mark Products model 9821 or equivalent). If helium is <br /> detected in the purge sample at a concentration equal to or greater than 5% of the <br /> shroud concentration, the soil vapor monitoring point and all connections will be <br /> checked, tightened, and resampled. Since helium is routinely used by laboratories as a <br /> carrier gas, helium analysis will be specifically requested on the chain-of-custody form. <br /> Shallow soils at the site have been classified as clay and silt with lesser amounts of silty <br /> sand, clayey sand, sand, and gravel. As such there is a potential for low permeability <br /> conditions to be present. If a probe cannot sustain a flow rate of approximately less <br /> than 200 mL/min with an applied vacuum of less than 100 inches water column (in. wc.) <br /> for 2 to 3 minutes, low flow conditions are considered to exist. An alternate procedure <br /> for sample collection under low-flow conditions may include collection of a smaller <br /> aliquot of soil gas followed by a period of time for the vacuum to dissipate (dependent <br /> of gas permeability of soils around sand pack). The process is repeated until <br /> approximately 800 mL of soil gas is collected in the Summa canister. <br /> In accordance with the DTSC and CETC guidance documents, at least one duplicate <br /> per day will be collected and analyzed for Quality Assurance/Quality Control (QA/QC) <br /> purposes. Duplicate samples will be collected in separate containers simultaneously <br /> using a duplicate sampling T. <br /> Soil gas samples will be collected using 1 liter stainless steel, passivated, batch-certified <br /> (10% certified) Summa canisters obtained from the project laboratory with the proper <br /> vacuum of approximately 30 inches of mercury (in. Hg.) or if an onsite mobile lab is used <br /> for analysis using a 60 cubic centimeter, gas-tight syringe. With the leak test enclosure <br /> still in place, collection of soil vapor samples from a particular probe will begin within 10 <br /> minutes of purging. After the SummaTM canister valve is opened and the canister <br /> begins to fill, the pressure gauge on the flow controller will be observed to verify that the <br /> vacuum in the canister is decreasing over time. If the flow controller is working <br /> correctly, it will take approximately 5 minutes for the vacuum to decrease to 5 in Hg; <br /> however, the actual sampling duration may be slightly more or less than 5 minutes. The <br /> SummaTM canister valve will be closed and sampling will cease when a vacuum of 5 in <br /> Hg is obtained. <br /> 3.8 <br />