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Soil Boring Advancement <br /> Soil borings (SB-1 throught S13-5) will be advanced to an approximate depth of 40 fbg, at the proposed <br /> locations shown on Figure 1, using a truck-mounted direct-push drill rig equipped with 2.5-inch outside- <br /> diameter sampling rods. The borings will be advanced using a truck-mounted direct-push drill rig.The initial <br /> 8 feet of each soil boring will be cleared of underground utilities using a hand auguring tool. Soil samples <br /> for chemical analyses will be collected at 5-foot intervals and at zones with elevated photo-ionization <br /> detector (PID) readings during the advancement of each boring. Soil samples collected to 8 fbg will be <br /> collected with a hand auger and transferred directly to pre-cleaned 6-inch by 2-inch diameter steel sleeves. <br /> Remaining samples will be directly collected into acetate sleeves using the contracted direct-push drill rig. <br /> All soil samples will be lined with Teflon sheets, capped, sealed, and labeled. Soil will be screened in the <br /> field for VOCs using a photo-ionization detector (PID). Soil will be classified according to the Unified Soil <br /> Classification System (USCS). Stantec will record soil types, PID readings, and other pertinent soil <br /> conditions on the boring logs. <br /> Boreholes will be backfilled with cement-bentonite grout to surface, allowed to settle, and capped off with <br /> concrete at the surface to match the existing site finish. <br /> All drilling and auguring equipment will be cleaned in an aqueous non-phosphate solution cleanser, rinsed <br /> with tap water, and rinsed a second time with deionized water prior sample collection and between sample <br /> intervals to prevent cross-contamination. <br /> Drilling activities will be supervised by a qualified field staff working under the supervision of a State of <br /> California Professional Engineer. <br /> Laboratory Analysis <br /> Soil samples collected for chemical analysis will be labeled, placed in a resealable plastic bag, and stored <br /> in an ice-chilled cooler for transport to a California Department of Health Services (CADHS)-certified <br /> laboratory under chain-of-custody procedures. Samples will be analyzed for the following analytes and in <br /> accordance with the appropriate EPA Method: <br /> • Total Petroleum Hydrocarbons gasoline range organics (GRO) and VOCs including benzene, <br /> toluene, ethylbenzene, total xylenes (BTEX) and fuel oxygenates methyl tertiary butyl ether <br /> (MTBE), di-isopropyl ether(DIPE), ethyl-tertiary-butyl ether(ETBE), tertiary-amyl-methyl ether <br /> (TAME), tert-butanol (TBA), and ethanol] by US EPA Test Method 8260B <br /> • Diesel range organics (DRO), and oil range organics (ORO) using US EPA Test Method 8015M. <br /> • Title 22 Metals by US EPA Test Method 601013. <br /> Waste Disposal <br /> Soil waste and decontamination water generated during drilling activities will be placed into Department of <br /> Transportation (DOT)-approved 55-gallon steel drums. The drums will be labelled and temporarily stored <br /> onsite pending off-site disposal by a licensed waste hauler. The waste will be characterized by using <br /> laboratory analytical results from soil sampling. Following waste characterization, the drummed waste will <br /> be disposed off-site in accordance with State and Federal regulations. <br />