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Appendix A-Sampling and Analysis Plan BSK Project E19-016-01F <br /> Stockton Metropolitan Airport(SCK) March 1, 2023 <br /> Stockton, California Page 7 <br /> Subsurface soil samples will be collected continuously using a split spoon sampler to obtain samples for <br /> chemical analysis and lithologic characteristics. Lithologic characteristics of the soil will be logged in <br /> accordance with the Unified Soil Classification System (USCS). Lithologic logs will be recorded on a soil <br /> boring log. A photoionization detector (PID) will be used to screen the soil samples for volatile organic <br /> compounds(VOCs)during field activities. A blank soil boring log is presented in Appendix A-A. The boring <br /> logs will be prepared for each soil boring. <br /> The following information will also be generally recorded on the soil boring logs: <br /> • Depth (total and any other relevant depth information) <br /> • USCS classification (ASTM D2487-17) <br /> • Color <br /> • Moisture content(i.e., dry, moist, wet, saturated) <br /> • Density(relative to soils found on site) <br /> • Depth to groundwater, if encountered <br /> • Indications of contamination, if any <br /> • Other observations as needed <br /> The following approximate depth intervals are proposed for collection of subsurface soil samples for <br /> chemical analyses in the shallow DPT, monitoring wells, and vertical groundwater definition borings: <br /> • 1.0 ft below ground surface (bgs) or directly beneath pavement, if present <br /> • 5.0 ft bgs <br /> • 10.0 ft bgs <br /> In addition to the sample intervals listed above,two (2) DPT borings in PRA 1 which BSK plans to advance <br /> to depths greater than 10 ft bgs for vertical definition of soil will be sampled for chemical analysis every 5 <br /> ft, once the 10 ft sample has been collected (i.e., 15 ft, 20 ft, 25 ft, etc.,) down to the total depth (i.e., 40 <br /> ft bgs) of the boring. These DPT borings will be located near the former boring B-19 and between former <br /> borings, TW-4 and B-18. For the exact proposed locations and depths of these borings, please refer to <br /> Figure 3 of BSK's Workplan of which this SAP is an appendix. <br /> Soil cores will be opened after retrieval for analytical sample collection and transferred to laboratory <br /> supplied sample bottles. Laboratory supplied sample bottles are described in Table A-2 of this SAP. <br /> Alternatively, if the samples are cut directly from the acetate liner, the sample interval will be selected, <br /> cut out using a clean hack saw and capped with tight fitting vinyl endcaps (without the use of Teflon <br /> sheeting), then labeled with relevant sample information (i.e., sample ID, date, time, analysis, etc.,). <br /> Teflon° strips will not be used as they contain PTFE. Sample homogenization will be performed by the <br /> analytical laboratory. Project staff will coordinate with the analytical laboratory to ensure that <br /> appropriate handling procedures are used at the laboratory to obtain representative soil sample results <br /> during homogenization. <br /> v <br /> a <br />