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Ms. Vera Fischer <br /> Page 3 of 5 <br /> Prior to collecting groundwater samples, a Ground Zero technician will measure and record <br /> the static water level and develop the new well by pumping and surging until turbidity is <br /> minimized. <br /> At least 48 hours following well development the well will be purged and sampled. <br /> Groundwater samples will be collected from the well after a minimum of three casing <br /> volumes have been purged, pH, temperature, and electrical conductivity parameters have <br /> stabilized, and water has recharged to at least 80% of the static level. The samples will be <br /> dispensed into the appropriate containers, sealed, labeled, and placed in an ice chest chilled <br /> to a temperature of approximately 4°C for shipment to a state-certified laboratory under <br /> chain of custody protocol. Groundwater will be analyzed for TPHg, TPHd, BTEX, fuel <br /> oxygenates and lead scavengers by EPA Methods 8015 and 8260. <br /> Soil Gas Sampling <br /> Three (3) temporary soil gas sampling probes will be installed onsite at the approximate <br /> locations shown on Figure 2. The temporary soil gas sampling points will be installed in <br /> general accordance with the DTSC and RWQCB guidelines set forth in the California <br /> Environmental Protection Agency's Advisory —Active Soil Gas Investigations (DTSC and <br /> RWQCB, July 2015). <br /> Prior to drilling, the appropriate drilling permits will be obtained from the San Joaquin <br /> County EHD. The proposed drilling locations will be marked and cleared for underground <br /> utilities by Underground Service Alert and a private utility location service. <br /> At each of the locations, C-57 licensed TEG Northern California (TEG) of Rancho <br /> Cordova, California will advance direct-push sample rods to depths of 5 or 6 feet below <br /> ground surface (bgs). TEG will construct temporary soil gas probes in the borings using <br /> Nylaflow tubing and nylon screen. The screens will be placed at depths of approximately 5 <br /> feet in the middle of a one-foot thick sand filter pack. The filter pack will be overlain with <br /> six inches - one foot of bentonite chips followed by hydrated bentonite to the ground <br /> surface. Prior to purging and sampling, the wells will be allowed to sit for at least two <br /> hours to equilibrate. <br /> Shut-in tests will be performed to ensure that no leaks are present in the sample train. The <br /> wells will then be purged of three void volumes (tubing and sandpack) and sampled using <br /> 400 milliliter Summa canisters at a flow rate between 100 — 200 ml/minute and at a <br /> vacuum of less than 100 inches of water column. <br /> During the collection of each soil vapor sample a leak detection test will be conducted to <br /> ensure there is no intrusion of ambient air into each respective vapor sample. During the <br /> collection of each vapor sample 1,1-difluoroethane (DFA) will be applied within a shroud <br /> placed directly around the rod/surface interface and all associated connections. <br /> Following the completion of sample collection, the borings will be destroyed according to <br /> EHD standards and the paved surfaces restored. <br /> Stallworth Workplan Text <br />