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Gealagkad Technics w Page 4 <br /> Site Closure Plan <br /> Project No.750.2 <br /> +r August 31,2005 <br /> * Remove well box <br /> * Cut the top of the well casing below grade <br /> a Fill the well casing with grout using a trimie pipe <br /> •- * Pressurize well casing as described above <br /> * Cement over the well casing making the surface flush with the median <br /> Category 2 Wells: <br /> These wells have been installed below grade and the top of casing does not reach the surface. <br /> The tops of casing are approximately 24-inches below the surface and are attached to <br /> horizontal vapor conveyance piping leading to a manifold system and the vapor extraction <br /> system located in a vault enclosure. <br /> GTI recommends the following abandonment procedure: <br /> * Remove the manifold and valves from the vault. <br /> * Feed 1-inch diameter poly tubing through the horizontal piping and down to the bottom <br /> of each extraction well. The poly tubing will act as a trimie pipe. <br /> * Pump grout slurry through the poly tubing into the extraction wells. <br /> * Pull back the poly tubing at ten-foot intervals, keeping the end of the tubing below the <br /> water column. <br /> * After the tubing is removed and the horizontal piping is full of grout, pressurize the grout <br /> �.. filled wells. <br /> * Approximately 35 psi of pressure will be applied to each well for up to five minutes. <br /> * After each extraction well is cemented in place, backfill the vault with clean soil and cap <br /> �- with appropriate material to match the surrounding surface conditions. <br /> Displaced water will be captured and placed into properly labeled DOT approved containers. <br /> �- The containers will be temporarily stored on-site until disposal can be arranged. Soil cuttings <br /> from the well abandonment activities will be stored in properly labeled DOT approved drums <br /> and temporarily stored on-site until disposal can be arranged. <br /> Approximately 48.6 cubic feet, or 363.3 gallons, of grout will be required for the <br /> decommissioning of the wells associated with the COE site. The calculations used to <br /> estimate the volume of grout are attached as Table 2 in Appendix A. <br /> 3.0 SCHEDULE & REPORTING <br /> Geological Technics Inc. anticipates beginning fieldwork no later than 45 days after work <br /> `' plan approval and issuance of the applicable permits. The information gathered during this <br /> phase of work will be presented in a report in an effort to meet the requirements of obtaining <br /> a "No Further Action Letter". Dr. Ray Kablanow, a registered professional geologist, will <br /> supervise the project. Copies of the report will be forwarded to both the appropriate County <br /> and State regulatory agencies (S3CEHD and CRWQCB). <br />