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Y <br /> i <br /> Groundwater Monitoring Protocol <br /> Monitoring depth to water and free product thickness within wells <br /> F at the site will be conducted using an Interface Probe and <br /> ( Surface Sampler. The Interface Probe is a hand held, battery <br /> operated device for measuring depth to petroleum product and <br /> E depth to water as measured from an established datum (i.e., top <br /> of the well casing which has been surveyed). For consistency, <br /> all measurements will be taken from the north side of the <br /> wellhead at the survey mark. To assess potential infiltration of <br /> Er fine grained sediments, total well depth will also be sounded. <br /> Product thickness is calculated by subtracting the depth to <br /> E' product from the depth to water. In addition, water elevations <br /> �A are adjusted for the presence of fuel with the following <br /> calculation: <br /> s V <br /> lF:r <br /> 13 <br /> (Product Thickness) ( .8)+(Mater Elevation) <br /> = Corrected Water Elevation <br /> Note: The factor of 0.8 accounts for the density difference <br /> between water and petroleum rydrocarbons. <br /> Newly installed wells will be allowed to stabilize for 24 <br /> �:. hours after development prior to free product inspection. <br /> An acrylic Surface Sampler will be used for visual inspection of <br /> ' the groundwater in order to note sheens (difficult to detect with <br /> the Interface Probe), odors, microbial action and sediments. The <br /> sampler is calibrated in inches and centimeters for visual <br /> ! inspection of product thickness. <br /> To reduce the potential for cross contamination between wells, <br /> F the monitorings will take place in order from the least to most <br /> contaminated. Wells containing free product will be monitored <br /> last. Between each monitoring the equipment will be <br /> i„ <br /> decontaminated. <br /> Water level data collected from the wells will be used to develop <br /> a groundwater equipotential contour map for the project site. <br /> <? Groundwater flow will be estimated to be perpendicular to <br /> k3 equipotantial lines drawn on the map. <br />