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a <br /> August b, 1991 <br /> ARCO Station No. 548 <br /> r^ <br /> Gradient Evaluation <br /> r� The local groundwater gradient will be evaluated to provide an indication of the direction <br /> of ground-water flow at the site. The elevation of the top of each well casing will be <br /> measured relative to mean sea level by a licensed land surveyor. Water-depth <br /> nearest 0.01 foot in each well with an electric water-level <br /> measurements will be made to the <br /> indicator. The well will be vented t the atmosphere for a minimum of 1 hour before <br /> obtaining depth-to-water measureme-ts. Venting is conducted to ally_ •lie ground water <br /> to equilibrate to barometric pressure. This data will be combined to evaluate the elevation <br /> of the groundwater surface in each well and the slope of the ground-water surface across <br /> the site. <br /> r <br /> Lab orata Anai ses <br /> We will submit the soil sample showing the highest reading on the PID and the cssa Epee <br /> collected from directly above ground water to a laboratory approved by ARCO a <br /> - by the State of California. These soil samples will be analyzed for TFHg by EPA Method <br /> 8015 and for BTEX by EPA Method 8020. The four samples collected from the drill <br /> the <br /> cuttings will be composited into one sample by the laboratotted <br /> ry and will be analyzed for <br /> constituents listed above using the same laboratory methods. One soil sample sub VOC, <br /> from the boring drilled near the waste-oil tank will also be analyzed for TPHd,TOG, <br /> and total cadmium, chromium, nickel, lead, and zinc. <br /> The water samples will be analyzed for TPHg by EPA Method 8015 and for EPA <br /> Method 602. In addition,the water sample collected from the monitto jnZ.g w�e11 downowngradient <br /> of the waste-oil tank will be analyzed for TPHd,TOG, and VOC. Detection limits for the <br /> _. Laboratory tests and concentrations present will be stated on the laboratory reports. <br /> t. i3 <br /> AGS 30000.-4 <br /> e. l <br />