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Remedial Investigation QAPP <br /> Stockton Army Aviation Support Facility,California <br /> reallocated, as defined in Section 17.3. If concentrations at a potential release area are less than the soil SLs, <br /> the site characterization will be considered complete, and the potential release area will not have subsurface <br /> soil sampling performed. <br /> 17.2 Soil Boring Sampling Design and Rationale <br /> Collection of soil samples from soil borings will be completed to refine the nature and extent of PFAS in soil at <br /> each release area, to evaluate the results as part of the comprehensive HHRA and ERA, and to define more <br /> precise boundaries for potential response actions during the FS, if warranted. Representative exposure areas <br /> for all risk scenarios, human and ecological, were considered in determining the size of the sampling areas. <br /> During RI Mobilization 1, a total of 48 soil boring samples (not including QC samples) will be collected from 12 <br /> permanent groundwater monitoring well locations (described in Section 17.4). Soil borings will be advanced <br /> using direct push technology (DPT) or sonic drilling techniques at locations designated permanent monitoring <br /> well installation. <br /> A sonic dual-tube sampling system (or equivalent) or DPT will be used to collect continuous soil cores to the <br /> target depth; however,air knife/hand augers will be used to clear the top 5 feet of the boring in accordance with <br /> utility clearance protocols. A total of three soil samples will be collected from each boring location: one surface <br /> soil sample (0 to 1 ft bgs; collected during the hand clearance process), subsurface soil from 5 to 6 ft bgs <br /> (collected during the hand clearance process), one subsurface sample from 9 to 10 ft bgs, and soil from <br /> approximately 2 ft above the water table. If refusal is encountered or shallow groundwater is encountered at 6 <br /> ft bgs or shallower, only two samples will be collected per boring: one surface soil (0 to 1 feet bgs) and one <br /> sample approximately 1 foot above refusal. Additionally, geotechnical soil samples will be collected to support <br /> the evaluation of aquifer permeability from the screen intervals at the permanent monitoring well locations.Soil <br /> samples will be collected in accordance with the procedures presented in Worksheet#14 and further detailed <br /> in Parsons SOP PFAS ENV-05 Soil Borings and Monitoring Well Installation (Appendix D). <br /> The soil boring sampling design and rationale are provided in Table 17-2. Mobilization 1 sample locations are <br /> shown on Figure 17-2.Soil samples will be analyzed under standard TAT for the target list of 40 PFAS by USEPA <br /> Method 1633, as specified in Worksheet#15.Additionally, at the groundwater monitoring well locations, other <br /> geochemical and physical parameters will be analyzed in a subset of samples to support evaluation of PFAS fate <br /> and transport, in addition to the remedial alternatives analysis. One soil sample at each location (selected from <br /> various depth intervals to represent the range of Iithologies identified at the sampling locations)will be analyzed <br /> for TOC (USEPA Method 9060A) and pH (USEPA Method 9045D). Geotechnical soil samples will be collected <br /> from the well screen interval at permanent monitoring well locations to support the evaluation of aquifer <br /> permeability.Soil samples will be analyzed under standard TAT for grain size analysis with sieve and hydrometer <br /> (ASTM D-422). <br /> Depending on the results of surface and subsurface soil samplingfrom RI Mobilization 1,additional soil sampling <br /> may be performed in RI Mobilization 2 in order to further refine the nature and extent of PFAS in soil at each <br /> release area and obtain additional data required to complete the comprehensive HHRA and ERA. <br /> 17.3 Vertical Aquifer Profiling Sampling Design and Rationale <br /> During RI Mobilization 1, VAP groundwater samples will be collected to support identification of the lateral and <br /> vertical extents of groundwater impacts and to assist in the determination of permanent monitoring well <br /> placements during Mobilization 2. The rationale for the VAP locations and general proposed sample depths is <br /> provided in Table 17-3.A total of 8 proposed VAP sample locations are shown on Figure 17-2.The VAP sampling <br /> PARSONS Worksheet#17&18:Sampling Design and Rationale <br /> Page 114 <br />