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CAMBRIA iWell Development Wells are generally developed using a combination of groundwater surging and extraction Surging agitates the groundwater and dislodges fine sediments from the sand pack After about ten minutes of surging, groundwater is extracted from the well using bailing, pumping and/or reverse air-lifting through an eductor pipe to remove the sediments from the well Surging and extraction continue until at least ten well-casing volumes of groundwater are extracted and the sediment volume in the groundwater is negligible This process usually occurs prior to installing the sanitary surface seal to ensure sand pack stabilization If development occurs after surface seal installation, then development occurs 24 to 72 hours after seal installation to ensure that the Portland cement has set up correctly All equipment is steam-cleaned prior to use and air used for air-lifting is filtered to prevent oil entrained in the compressed air from entering the well Wells that are developed using air-lift evacuation are not sampled until at least 24 hours after they are developed Groundwater Sampling Depending on local regulatory guidelines, three to four well-casing volumes of groundwater are purged prior to sampling Purging continues until groundwater pH, conductivity, and temperature have stabilized Groundwater samples are collected using bailers or pumps and are decanted into the appropriate containers supplied by the analytic laboratory Samples are labeled, placed in protective foam sleeves, stored on crushed ice at or below 4°C, and transported under chain-of- custody to the laboratory Laboratory-supplied trip blanks accompany the samples and are analyzed to check for cross-contamination An equipment blank may be analyzed if non- dedicated sampling equipment is used Waste Handling and Disposal Soil cuttings from drilling activities are usually stockpiled onsite and covered by plastic sheeting At least three individual soil samples are collected from the stockpiles and composited at the analytic laboratory The composite sample is analyzed for the same constituents analyzed in the borehole samples in addition to any analytes required by the receiving disposal facility Soil cuttings are transported by licensed waste haulers and disposed in secure, licensed facilities based on the composite analytic results Groundwater removed during development and sampling is typically stored onsite in sealed 55- gallon drums Each drum is labeled with the drum number, date of generation, suspected contents, generator identification and consultant contact Upon receipt of analytic results, the water is either pumped out using a vacuum truck for transport to a licensed waste treatment/disposal facility or the individual drums are picked up and transported to the waste facility where the drum contents are removed and appropriately disposed F 1TEMPLAMSOPsIGW Installation2 doc Page 3 of 3