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canoniLeEnvironmentat <br /> Canonie Environmental Services Corh <br /> 1710 Main Street <br /> Escalon California 95320 <br /> FIELD METHODS phone 209 836 3507 <br /> Phone 800 926 0606 <br /> Fax 209 838 3509 <br /> The following section describes procedures used by Canonie Environmental Services Corp. <br /> (Canonie) personnel and are intended to facilitate the acquisition of accurate and reliable data <br /> GROUNDWATER MONITORING PROTOCOL <br /> Monitoring of depth to water and free product thickness within wells at the site are conducted <br /> using an Interface Probe or Conductivity Meter For consistency, all measurements are taken <br /> from the north side of the wellhead at the survey mark To assess potential infiltration of fine- <br /> grained sediments, total well depth is also sounded <br /> Product thickness is calculated by subtracting the depth to product from the depth to water In <br /> addition, water elevations are adjusted for the presence of fuel with the following calculation <br /> (Product Thickness) (0.8) + (Water Elevation) = Corrected Winter Elevation <br /> NOTE The factor of 0 8 accounts for the density difference between water and petroleum <br /> hydrocarbons. <br /> Newly installed wells are allowed to stabilize for 24 hours after development prior to free <br /> product inspection. <br /> A clear surface sampler is used for visual inspection of the groundwater in order to note sheens <br /> (difficult to detect with the Interface Probe), odors, microbial action and sediments The <br /> sampler is calibrated in inches and centimeters for visual inspection of product thickness. <br /> To reduce the potential for cross contamination between wells, the morutortngs take place in <br /> order from the least to most contaminated, of known. Wells containing free I product are <br /> monitored last Monitoring equipment is decontaminated between each well <br /> Water level data collected from the wells is used to develop a groundwater contour map for the <br /> project site Groundwater flow is estimated to be perpendicular to equipotentiall lines drawn <br /> on the map <br /> l <br />