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�Y3 <br /> r <br /> ,L A <br /> t <br /> �• Product thickness is calculated by subtracting the depth to <br /> product from the depth to water. In addition, water <br /> elevaticns are adjusted for the presence of fuel with the <br /> following calculation: `- <br /> (Product Thickness) ( .8)+(Water Elevation) <br /> ---- -w <br /> Corrected Water Elevation <br /> .. Note: The factor of 0.8 accounts for the density difference <br /> between water and petroleum hydrocarbons. <br /> Newly installed wells will be allowed to stabilize for 24 <br /> hours after development prior vo free product inspecticn. <br /> An acrylic. Surf cce Sampler will be used for visual <br /> inspection of the groundwater in order to note sheens <br /> f (difficult to detect with the Interface Prrbel, odors, <br /> microbial action and sediments. The sampler is calibrated <br /> In inzhes and centimeters for visual inspection of product <br /> thickness. <br /> ^.: To reduce the potential for. cross;, contamination between <br /> wells, the monitorings will take place in order from the <br /> least to most contaminated, if known. Wells containing fret; <br /> product will be monitored last. Between each well <br /> monitoring the equipment will be decontaminated. <br /> ~^ Water level data collected from the wells will be used to <br /> develop a groundwater contour map for the project site. <br /> Groundwater flow will be estimated to be perpendicular to <br /> aquipotential lines drawn on the map. <br /> k 10.0 Well Development Protocol <br /> Groundwater monitoring wells will be surged and developed <br /> prior to setting the surface seal. Approximately 10 times <br /> the volume of water in the casing will be withdrawn if <br /> - possible... Casing volumes will be calculated in the <br /> following manner: <br /> Volume of Schedule 40 FVC Pipe <br /> Diameter I.D. Volume <br /> (inches) (inches) Gal/linear ft. <br /> 2 2.067 0.17 <br /> 4 4.026 0.66 -- —>.-. <br />