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Geological TCCl4tcs/19c. <br /> Well Abandonment Report Page 4 <br /> Project No.750.2 <br /> January 12,2006 <br /> ,r horizontal lengths of 3-inch diameter PVC. These wells were abandoned using the following <br /> procedure: <br /> • The horizontal section of PVC pipe was exposed, by excavating a trench, as close to the <br /> sidewalk as possible using a backhoe. <br /> • The horizontal sections were cut as close as possible to the sidewalk. <br /> • Tremie pipe was run through the horizontal section of PVC to the 90° PVC elbow that linked <br /> horizontal and vertical casing. <br /> • Grout was pumped into each well casing through the 3/4 inch diameter tremie pipe and was <br /> allowed to freefall into the vertical section. This procedure was repeated until the entire <br /> length of casing was filled. <br /> • Grout was pumped into the "cut" horizontal PVC and allowed to mushroom over the PVC <br /> and fill the bottom 12 to 18 inches of the trench. <br /> • The excavated trench was backfilled to grade with clean overburden. <br /> Well: MW-3 <br /> This well was located in the narrow median along Escalon Avenue. These wells were abandoned <br /> using the following procedure: <br /> • The well box and associated concrete apron were removed by jackhammer, carefully <br /> avoiding damaging the median. <br /> • A vacuum truck and "wet" knife were used to excavate a hole to a depth of approximately 1 <br /> y� foot below grade. <br /> • Grout was pumped into the well casing using 3/4 inch diameter tremie pipe while displaced <br /> water was pumped into a DOT approved steel drum until disposal was arranged. It was noted <br /> that very little displaced water was present. <br /> • Pressure of approximately 35 psi was applied to the well casing for approximately 5 minutes. <br /> • The well casing was then cut off approximately 8-inches below grade. <br /> •� • Grout was pumped into the "cut" well casing and allowed to mushroom over the casing to <br /> approximately 4-inches below the bricks used to pave the median. <br /> • The grout was allowed to dry overnight and GTI mobilized to the site the following day and <br /> cemented in new pavers to match the brickwork used in the median. <br /> 3.0 SOIL DISPOSAL <br /> On January 12, 2006, Del-Tech Geotechnical Support Services transported 17,460 pounds of <br /> -• clean soil and concrete removed from the COE site during well abandonment activities. The soil <br /> and concrete were transported to Munn &Perkins Reclamation, 26292 East River Road, Escalon, <br /> CA 95320 to be recycled. The scale ticket is included as Appendix C. <br />